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HomeMy WebLinkAboutBuilding Plans258 Southhall Lane, Suite 200 a3�#3 Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: 21 Website: ; December 21, 2021 Building Department FDS / KA Project #: Builder / Contractor: Plan / Model: Community / Lot / Block: Address: Application / Permit #: To whom it may concern, 21-963 Focus Homes 2692 A RH Fort Pierce / 26 / 56 8407 Deland Ave, Fort Pierce, FL 34951 2111-0114 We have been informed that the submitted plans for the aforementioned project have not met the code compliance requirements necessary for approval. Please find our responses to the areas of deficiencies or corrections required to achieve compliance. Comment: Please provide two elevation pages showing the elevation from the finished floor to the mean high roof line. Response: Added overall height of house to front and rear elevations. If you have any questions, please do not hesitate to call. Sincerely, 12/21/2021 Carl A. Brown, P.E. FL. # 56126 Luis Pablo'. FL. # 87864 If Seal and Signature are not blue or cannot 12/21/2021 P.E. Scott A Lewkowski, P.E. FL. # 78750 smudged contact FOR for authorization FDS Engineering Associates A TSG Campany "Your Building Code xnarre, 12/21 /21 N O CN N N T SIONS REVISED PLANS PER CITY COMMENTS ABBREVIATIONS Abv. Above FIX Fixed lef. Refrigerator A/C Air-Condlgoner GaIv. Galvanized eq'd. Required A.F.F. Above Finished Floor G.C. General Contractor Im. Room A.H.U. Air Handler Unit BF Mold Door G,F.M. Ground Fault Interrupter ind. Round Bk Sh Bookshelf GT Girder Truss S Rod and Shelf BLW Below Hdr. Header 5D or SD. Smoke Detector Bm. Beam Hgt. Height q R Square Ft. Bol. Bottom H.H. Hand Held GD Sliding Glass Door B.P. Bypass door HB Hose Bibb It. Shelves BRG. Bearing C Carpet HIS Hard Surface Fir. hwr. Shower CL Coach Light Int. Interior HT Sheet Ck. Circle K/Wall Kneewall V. Side Lights Clg. Ceiling KS Knee Space P.F. Spruce Pine Fir CJ Control Joint Laun. Laundry q. Square Col. Column Lay. Lavatory Y.P. Southern Yellow Pine Comm. Community U. Lintel Length B Towel Bar Comp. D Compressor Dryer LT Laundry Tub emp. Tempered DB Door Bell Mas. Masonry hik'n. Thicken Dec. Decorative Max Maximum O.B. Top of Black Dbl. Double MC Medicine CabinetT.O.M. Top of Masonry Dia. Diameter Mfgr. ManufacturerT.O.P. Top of Plate Disp, Disposal Micro. Microwave TR Towel Ring Dist. DMF Distance Decorative Masonry Finish Mln Minimum TP Toilet Paper D.V. DNerterValve (Plumbing) ML Microlam Trans. Transom Window DV Dryer Vent (Fir. Pin.) Mir. Minor Typ. Typical DW Dishwasher Mono Monolithic C. Under Counter Ea. Each N,T.S. Not to Scale JCL Under Cabinet Lighting E.W. Each Way Opn'g. OpeningJ.N.O. Unless Noted Otherwise Elec. Electrical Opt. Optional 3RG. Shower Valves Elev. Elevation Pc. Piece Vent. Vertical Ext. Exterior Pod. Pedestal VTR or VfE Vent through Roof/Exterior Exp. Expansion PH PHONE N Washer FBC Florida Building Code PL Parallam / With FC Filled Cell PLF Pounds per linear foot NC Water Closet Fin. Fir. Finished Floor PSF Pounds per square foot NA. Wedge Anchor F.G. Fixed Glass PT Pressure Treated Nd Wood Fir. Floor Pwd. Powder Room NOW Window Fdn. Foundation PW Picture Window NM Wall Mounted F.O.M. Face Of Masonry P.P. Pre -wire NP Water Proof Ft. Fooll Feet RA Return Air M1WWF Welded Wire MeshlFiber I **NOTICE TO BUILDER & ALL SUB -CONTRACTORS** It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. GENERAL NOTES 1. All exterior walls shall be assumed to be load bearing. See plans for load bearing wall requirements. 2. Window and door suppliers shall provide rough opening info which shall have precedence over the plan. 3. Cabinet Mfrs. shop drawings shall have precedence over the interior cabinet elevations shown. 4. Do not scale plans, dimensions are to be followed as noted. If plans are printed on 11x17 then listed scale is 1/2 as noted. All glass located in hazardous locations shall comply with section R308 of the Florida Building Code 7th edition (2020). 5. Dryer vents to be placed behind the dryer location and the maximum allowable exhaust duct length shall be determined by one of the methods spaded in sections M1502.4.5.1 through M1502.4.5.3. 6. If water based ceiling texture material is used, provide 1/2" gypsum board for 16" o.c. framing, or 5/8" gypsum board for 24" o.c, framing. note: 1/2" sag -resistant gypsum board may be used i.l.o. of 5/8" gypsum board. 7. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Doors between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. B. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 11 inch minimum rigid nonmetallic class 0 or clausal duct board, ,r other approved material and shall have no openings into the garage. Other penetrations shall be protected as required by section R302.11. 9. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less tl an 1/2" Gyp. Ed. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assomblies - Not Less than 1/2" Gyp. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot- Not Less than 1/2" Gyp. Ed. or equivalent applied to the interior side of exterior walls that are within this area. 12. Code references are summaries of code «sections. See FBC-R (current edition) for complete code information. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against ary, such peril at any time for any reason. Care and MaintenanCe: Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Core must be taken to check windows and doors for caulking, remove leavers and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for instances that may occcur over the normal life of the home without proper maintenance. AREA TABULATION "Air FIRST FLOOR PLAN 1119 SQ.FT. SECOND FLOOR PLAN 1538 SQ.FT. LIVING TOTAL 2657 SQ.FT. GARAGE 433 SQ.FT. ENTRY 21 sQ.FT. TOTAL AREA 3111 SQ. FT. INDEX DRAWING INDEX Sheet No. SHEET TITLE Sheet No. SHEET TITLE CS Cover Sheet 1.0 Foundation Plan 1.1 Foundation Details 2.0 Lintel Plan 3.0 First Floor Plan 3.1 Second Floor Plan ffht] 4.0 Elevations: Front & Ri 4.1 Elevations: Rear & Left 5.0 Building Section 5.1 Stair Details -0 l 6.0 Frarnina Plan 6.1 Framing Plan 7.0 Interior Elevations ��--- 8.0 First Floor Electrical Plan 8.1 Second Floor Electrical Plan SN Structural Notes D1 Details D3 Details WP Waterproofing Details FILE COPY struclurel plane and specificaegrre contained within theas wings comply with the 2020 Florida Building Code - �idenfiel 7th Edition. Engineefs signature and seal is only for structural engineering portions of the drawing pages bearing 0 F $E� o a84 O O N LL 1L r A N J W ' to r 9 LL d 1 Pl aajLLLL�a 3 Z C Q 0 W (n M Z� N MZ J 4) 0U❑❑❑ so a HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 L d1 M, Q s N w O do M V o Q J LL m ^_ LL to U O V_ N IL CID LPL E CEO o r a- m z N fD N a 00 LL 61 a CS eve I COVER SHEET c c r c c 40'-0" 14'-11" 20'-0" 51_1" — — — — — — — — — — — — r- — — — — 20,_0„ x 10,_0„ CONIC. PATIO I SLAB. Ici I o Typ• M03.1 I o COND. i a I 5ERS 5'-2" 4'-2" I 5'-2" 5'-2" 3'-4" 06'-10" I 5'-211 TY31/2"CO FM15 : 11 I FM01 aiGeD -11/2" 3 9 -2-4 c \ \ 1 CHASE�\\\ 1 F R FOR A/C Il�rf'��lY SHLANDASE 00 ON 2ND \ M II r '�1IIN O FLOOR JJII e I I ILrL-�=�' \\ I N I I II I CJ CJ � I - - - - - Fro-- �^ - 50 T 0o \\ I ICJ 1 1`---I (0 FM01 \\ 61_711 \ FM10 ll \ I FM20CL 1.1 \\\ TYP. -- ---� O W 6'-102" - �' lm FMOt FM10 —I 1.1 7,1 2' 11111 2 F2.0 o0 8 o> M FM10 ... I : L1 F2.0 I ; 1.1 I 1.1 I 00 10'.37" I 264n H.B. ...............' I FM02 •p FM12 1 1.1 _ - --jCiJ- - - - 1:. 1.1 CJ - - -� - - - I I: 1 N is 0 FM20 M � 1.1 FM06 I' 1.1 - - [CJ d O e T- s o .11_011 i Y 0'-0"� FM02 F2.5 FM09 F2.5 FMOt M o _7)e v �� -3 1/2" O V�LL aZ x 0 w m6a OOZ TERMITE SPECIFICATIONS: SECTION R318 PROTECTION AGAINST TERMITES GIVEN THAT STRUCTURE IS LOCATED IN A VERY HEAVY TERMITE INFESTATION AREA, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERM TICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTE: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS MIN..24" A.F.F. FOUNDATION SCHEDULE GRAVITY SIZE DEPTH REINFORCING CAP. [Ibs] F 2'-O" x2'-0" 1'-0"3 #5 E.W. BOT. 7200 2'-6" x Z-6" V-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" x 3'-O" V-0" 4 #5 E.W. BOT. 15600 F3,5 3-6" x 3'-6" 1'-1 4 #5 E.W. BOT. 21500 F4,0 4'-0" x 4'-0" V-0" 5 #5 E.W. BOT. 28000 FOUNDATION DEPTH NOTE: • INTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE THE TOTAL DEPTH AND MEASURED FROM THE TOP OF THE SLAB. • EXTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE TOTAL DEPTH WITH THE BOTTOM OF THE FOOTING TO MATCH THE BOTTOM OF THE CONTINUOUS MONOLITHIC POUR WHICH RUNS THROUGH IT. GENERAL FOUNDATION NOTES 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 WWF, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER 3 ■ INDICATES FILLED CELL W/3000 PSI CONIC. FROM FOUNDATION, TO BEAM W/ (1) #5 REBAR, GRADE 40 U.N.O., TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 5" EMBEDMENT W/ 25" EXTENSION ABOVE SLAB. FILLED CELLS TO BE PLACE @ EACH CORNER, END OF INDICATED BRG. WALLS, EACH SIDE OF ALL OPENINGS, UNDER GIRDER TRUSSES (FLOOR AND ROOF) AND SEE PLAN FOR SPACING. 4 CONSULT W/ MANUFACTURER SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE MIN. 1112" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE FM18 ON SHEET 1.1 FOR ADDITIONAL INFORMATION. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. 10 ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM wl EITHER MASONRY OR WOOD CONSTRUCTION. 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN, SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOUNDATION LEGEND r--------- 1 1 - INDICATES SINGLE -STORY WALL FOUNDATION L°�/,M - INDICATES TWO-STORY WALL FOUNDATION mm - INDICATES CONCRETE PAD FOUNDATION ■ OR ❑ - INDICATES FILLED CELL WITH (GRADE 40) REBAR NOTE: PRIOR TO COMMENCING FOOTER VERIFY WASTE SYSTEM DRAIN LOCATION WITH PLUMBING CONTRACTOR. SEE DETAIL FM23/1.1 FOR MONO WALL FOUNDATION PENETRATIONS. FM03 4. 1.1 5'_2" 4'-1° 1.1 1- 16'-0" 8" 18-4• 64" 211.411 _ .. 40'4" 3" MIN. CONC. _ COVER @ REBAR CONC.FOOTER the sinlctural pla and specifications mmeined *0in these drawings comply iha 2020 Fbdda B"11dirg Coda - Residenfial 7th Ed on. Engineer's signature antl seal is only for the sWdurel engi .irg paNane of the drawing Pages Gearing W E 8 M J LL LL O O w 0 2d �maC V J I n ;Za58 3 ° o ❑ ❑ ❑ W t I0 ILn N am HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 ISBN —TO ELECTRIC SERVICE PANEL m O E Q —BURGUNDY GRC12 UL467 HIGH STRENGTH uJ GROUND ROD CLAMP LO OR EQUAL U LO M /-4" REBAR LAP L 4! o m Q J D- HORIZONTALLY MIN. 15" CL STEEL WIRE TIE BAR N 0 T p 0-) rya E LL E CO N ` d LL 11... .... Y E c a 0 IL TYP, CONIC. ENCASED ELECTRODE SCALE: N.T.S. 1.0 O LO 0 O co N r2 U_ Q HLL SCALE: 1/4" = 1'- 0" FOUNDATION N 0 N N N T REINF. SEE PLAN _ F.F. - - - - - - SEE PLAN---,,,,,Mt.,SONRY WALL, SEE PLAN FOR REINFORCING. PROVIDE LOWER - d 00 HOOKED DOWEL #5 CONT. @ TOP W,W.F. OR FIBERMESH ad " REINF. AT PERIMETER 8" f 07 RE THIS CONDITION :• WHERE _: OCCURS AT 6'-0"FROM EDGE FMo3 THICKENED EDGE --:-.---''- 8„ — STEP-DOWN PER PLAN PLAN .SEE 1 w ¢z¢ w REINF. SEE PLAN X —�f_ _ _ _ F.F. SCALE: N.T.S. . = 2 rn w / ` ; GRADE,SEE PLAN --- - — F J N oo s, a ---PLAN —---F.F. __ ?i ~ W , ° F.F. _ _ _ _ _ • - VARIES REINF. SEE % , 0 6'-0" REINF. CO w a 7 • SEE PLAN , : N n & Z m , ° M O c H (2) #5's CONT. N w Z el o a a• a i GRADE 2 # 5 CON T. 16" OE #5' VERTICAL g • -- _. s _ R DOWEL @ 48" O.C. WHEN GRADE CONDITIONS ° (2)#5 REBAR WITHIN FND. iv REQQUIRE, DEEP MONO MAY BE 16 11T,° (2) # 5 CONT. 8° (1) #5 REBAR ° USED ILO STANDARD DEPTH. CONT. °16" MIN. TIE DEEP MONO TO STANDARD ( 2 MONO DEPTH WITH FM18/1.1 @ TRANSITION THICKENED EDGE FMO6 EXT. DOOR SILL FM01.c DEEP FOUNDATION OPTION FMo1 EXTERIOR BEARING FM02 SECTION � GARAGE Mo3. _ SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. N t 2x BRG. WALL. SEE FLOOR 2x BRG. WALL. SEE FLOOR *1,. PLAN FOR MORE INFO PLAN FOR MORE INFO FRONT WALL OF GARAGE - PROVIDE 13" WIDE RECESS @ GARAGE DOOR. EXTEND 6" STEP -SEE PLAN REINF. SEE REINF. SEE PLAN REINF. SEE PLANPLAN 3-1/2" CONBEYOND F.O.M. EACH END, TYP. C. DRIVE w/ 1/2" SEE PLA PLAN MUDDED FLR. SLOPED TO DRAIN SEE EXP JOINTS 10' O.C. TYR GAR. FIN. FLR. ' F.F. To the beat of Me Eng nears knowledge, intonation and belief, the structural Plans and specifications contained wid in these / a 1 - 2 #S REBAR v - gr-- I. -.- drawngs cornpty with the 202D Florida Building Code- —� " < ." a. 2 # 5 REBAR ' ' N • - IF a 1 Residential 7th Ed; Engineer" signature and Beal is Orl" ALIGN DRIVE W/ 1a e - - 6 O „ O $ 4' ^I • - thesWdurel engl rg portions of the drew7ng pages bearing Engtnears signatre d Beal. BOTTOM PITCH DRIVE RECESS°a. (2) # 5 CONT. (2) # 5 CONT. w 16 E 16 (Ju,rx N Ee 0 N W �+ w W d 6 W W z 7-6 O Y SLAB RECESS SECTION cr) SHOWER �� t z FM09 AT OVERHEAD GARAGE DOOR FM10 INT. BRG WALL (ALSOSHEARWALL) FM11 STEP DOWN BRG. FM12 STEP DOWN NON BRG. FM14 �IC �N�m�� _ W 0�CP m SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.LE: `", Z N o Z6 O ❑ ❑ mJ 7 U 1W ALT: THE REINF. BARS 8 SHALL BE CONTINUOUS 1 4' AROUND CORNER BY COLD BENDING THE BAR WITH MIN. BAR LAP OF 25" J #5 DOWEL(S) FOR a n 1 N MAS. COLUMN a #5 CONT REINF. W (PER PLAN) SEE PLAN d SEE FDN. FORo CO _ PROVIDE 1 1/2"RECESS REINF. TYP. SEC. ° QUANTITY W.W.F. PLACED IN 1/8" SAWCUT x 1/4 1 V $o ° UPPER 1/3 OF SLAB SLAB THICKNESS W O w SEE P AN a #5 X 25" X 25" OR FIBERMESH WHERE SHOWN ON of o REINF' GRADE Z ° 4 ° a CORNER BAR ONE: REINF. SEE PLAN. FOUNDATION PLAN `/ U171 SEE PLAN -x. x=. io - F.F. =_ i= T a 2 #5 CONT. REBAR,A. H PRU.N.O• ° a 5 — —. SEE PLAN = SEE TY a d 2 #5 BENT BARS NI/ ° 'K w? #5 REBAR MAT ° SEC. a MIN. 25" LAP SPLICE ° w t #5 REBAR MAT - SEE FDN. PLAN I .. °• a SEE FDN. PLANFOR SPECS e, &d ° Y 1/2" EXP. JOINT VARIES ,�.., , m FOR SPEC SEE PLAN 2 #5 CONT. ( 90 STD. HOOK AWL SL.GL.DR. SILL _ DETAIL DETAIL FM17 COLUMN PAD FTG. MONO FM18 TYPICAL STEP FOOTING FM19 TYP.CORNERBARPLAN FM20 CONTROL JOINT DETA�It 4 HOMES FM15 tCALE:� R_ SCALE: N.T.S. SCALE: N.T.S, 3999 West First Street N.T.S. SCALE: N.T.S. SCALE: N.T.S. Sanford, FL 32771 (407)302-9871 TOP (2)- #5 x 4' -0' PVC OR PLUMBING LINE CENTERED 4' PIPE SCH40 SLEEVE LOCATION OF BARRIER TO BE V-0" IN TOP (2)- #5'S x 4-0" PEN TRATION A FRONT OF MECH. OR APP. WHEN REQUIRED .2 CENTERED AT PIPE PVC OR PLUMBING LINE PENETRATION SCH40 SLEEVE MIN4 (0° G a � . 2-1/2" DIA. SCH. 40 STEEL PIPE W/ WELDED CAP FOR ELECTRIC 0 d a WATER HEATER PROTECTION a SLAB REINF. c -I _ ° - OR - Q (SEE PLAN) T --, �° Z ° �d a • M MIN. 4" DIA. SCH. 40 STEEL PIPE > __ FILLED W/ CONCRETE FOR GAS _ g ° a A I SEE FDN. L WATER HEATER PROTECTION W %-0tl 'rF�RSTZE N v -TOP OF SLAB in M U ZD EEF PLA PIPE PERPENDICULAR TO FDN. FOR SIZE & TOP (2)- #5 S x 4-0 a m _0 m ,CD � 4" PVC SLEEVE " PVC OR SEE FDN.PLAN THRUFOOTING REINF. CENTERED AT PIPE SCH40 SLEEVE c z Fi ( l O o0 FOR SIZE &REIN PIPE VERTICAL THRU FDN. PENETRATION PLUMBING LINE - y LO �� p N PIPE PERPENDICULAR 3/4"-t-o d z N a L.L. (0 o tf I1 d— TO EXTERIOR FOOTING - � d ; o = C MIN. DIAMETER a a o CONCRETE `--- — _/ FOOTING Reference No. 21-9263 Sheet: DETAIL 1,SEE FDN. FM24 PROTECTION BARRIER DETAIL TYPICAL FOUNDATION PENETRATIONS FOR SIZE & REI F. FM23 SCALE: N.1 .;. SCALE: N.T.S. SECT. "A -A" FND. ®TLS" N a_ 0 ILL PRECAST "U' OR POWER STEEL LINTEL(S) INSTALL MIN. 25" LAP SPLICE FILLED SOLID W/ 3000 PSI GROUT (SEE LINTEL BETWEEN WALL REINF. & LINTEL PLAN FOR MINIMUM SIZE & REINFORCEMENT & TOP STEEL AT EACH SIDE OF LOCATIONS FOR REQ'D. CONT. LINTEL OVER OPENING WHEN TOTAL OPENING MULTIPLE ADJACENT WINDOWS) GROUT TO BE WIDTH IS W-W OR LARGER HURRICANE ANCHORS FLUSH WITH TOP PROVIDE SCREEN WHEN TYPICAL SEE PLAN -,OF WALL 10" BLOCK BELOW IS NOT H00 REQUIRED TO BE FILLED. STANDARD 90 DEGREE HOOK HOOK LINTEL REINFORCING INTO - `Q= +- •"� '�.: ^-: ,ma -' ZW TYP. BOND BEAM SIDE VERTICALS -'.'1 ql N j 11g. N 81NTEL BLOCKO WHEN TOTAL It ";'. a . tl 1 ' ." • ! 1 F- W OPENING WIDTH IS r - - Z " w O FILL w/ 3000 psi "OR LARGER _- - - -IL-- -- = ^-�-�=z •;�( �a U)u CONIC. w/(1)#5 ,11 elf DIA. REBAR PROVIDE TN3 HOLE _ 111`, BOTTOM OF PRECAS L LINTEL TO EXTEND - -1 : �. PROVIDE STD. 90° STD. 90 DEGREE HOOK W/ MIN. 25" LAP - WALL REINF. THROU ANGLE 3000 psi SPLICE ON EA. END •I•, 7L:- AS REQ'D. 'a, •1 CONC. w/(1)#5 WHEN TOTAL OPENING ...1 , REBAR BOTH SIDES. ),•- REBAR BOTH SIDES :{ '; 1F. DIA, REBAR IS V-0" OR LARGER OF OPENING U.N 0. . - OF OPENING U.N.O. 12" OR LESS +i PROVIDE KNOCK-OUTtea,- '-"^: Y:c - I�• INDICATES BLOCK FOR FIRST FILLED CELL COMPLETE CMUSILL & FROM FTG. TO COURSE BELOW '- BEAM w/ (1) #5 FILL SOLID (1)#5 BAR ;1-: I;•' ..L' <al BAR WHEN TOTAL OPENING` IS 6'-0" OR LARGER •'I.i II, _ ^I 8"x8"x16" 1' CMU U.N.O. TYP. DOWEL 25" MIN LAP (ACI530) 1i 11', SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR FOOTING FOR LOCATION REQUIREMENTS DETAIL MS01 MASONRY WALL REINFORCEMENT SCALE: N.T.S. POWERS STEEL LINTEL NON-SHEARWALL SEGMENT PowerBox Steel LINTEL BEAM:' I LI 1 1141 LINTEL CROSS SECTIONS 1 COURSE LINTEL rI I LLI 1_� L_ ,11111111h. .4111111. BLOCK w/ 1 # 5 TYPICAL SHEARWALL SEGMENT •+ y"� r• ''r' ;•• • "_• BAR & 3000 PSI GROUT, MIN.25" L g •�', '�"' ALL SHEARWALL SEGMENTS "•;+' -'r " " w LAP (ACI 530) CONSIST OF A FILLED L-14 CELL EACH END WITHOUT O L-16 AN OPENING BETWEEN. sd "- FILLED CELL: FILL ELK. CELLS WITH 3000 P.S.I. CONIC. SLAB GROUT ONE #5 (GRADE 40)ddI �```i '• r'^` OVER 6 MIL V.B. @ LOCATIONS SHOWN ON OVER CLEAN THE FOUNDATION PLAN ~ L-20�'°• EARTH FILL, d AND FLOOR PLAN. MIN,. O SEE PLAN LAP 25" (ACI 530) .• TOP OF SLAB a'4 •, ^;' •, °;' :. �: �. ' is . 4. NOTE: "r; .::`,�r•. :".'r; .:.`,'r. :;r. .,��:•r; SECTION BETWEEN DOWN RODS L-22 L-24 ARE CONSIDERED SHEARWALLS O GO O UNLESS OPENINGS ARE BETWEEN THEM. BALL LINTEL LENGTHS GREATER SECTION THAN 22'-8" WILL REQUIRE (2)-#5 TOP MS02 TYPICAL SHEARWALL DETAIL OR (2)-#5 BARS TOP &BOTTOM GENERAL LINTEL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 (GRADE 40) REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD AND RECESS LINTELS TO HAVE MIN. 4" BEARING EA. END BASED ON MANUFACTURER SPECS. 4. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. NOTE: ALL LINTEL DIMENSIONS SHOWN ARE "OVERALL" LINTEL LENGTHS. GC TO VERIFY ALL LINTEL DIMENSIONS IN FIELD GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CAST-CRETE - FL158.1, QUALITY/PRO CRETE - FL23932, LOTTS - FL17867.1, MARION MASONRY- FL12193.1(OCALA/GAINESVILLE ONLY) #5 REBAR AT TOP k5 REBAR AT TOP MIN. (1) REQUIRED MIN. (1)REQUIRED F _ N Q = W TOP KNOCK OUT/ J T O W - LINTEL BLOCK COURSE TOP KNOCK O J , J GROUT Q Z OUTI LINTEL Z U SREBAR O BLOCK 00- AT BOTTOM fi COURSE �') OF LINTEL O CAVITY W Q i Z Q ADD ADDITIONAL Q J BOTTOM ° UNFILLED § (p REINFORCING UJ COURSE(S)AS ° PROVIDED F REQ'D FOR LINTELS = 3 REQUIRING MORE IN LINTEL (VARIES) 0 } THAN 161N DEPTH W LL 7-5/8" ACTUAL w 8U8-0B11T PRECAST > 8" NOMINAL WIDTH LINTEL. WHEN TYPICAL LINTEL DETAIL LINTEL S TO BE SCALE= N.T.S. INSTALLED OVER DOOR USE 8RU6 #5 REBAR AT TOP BOTTOM MIN. (2) REQUIRED REINFORCING H PROVIDED IN _ O LINTEL (VARIES) TOP KNOCKOUT/ w _ LINTEL BLOCK UNFILLED LINTEL DETAIL = CV Q a° COURSE SCALE =N.T.S. ~ J W GROUT FORM &GROl1T SOLID Q Z r (� (2) #5 REBAR AT 00 BOTTOM OF LINTEL CAVITY - r" V O �• V Q LO Z BOTTOM 9 REINFORCING - U .- PROVIDED IN LINTEL l/6 BAR CONT. (VARIES) 5/8" ACTUA 8F12-1B/1T 8" NOMINAL WIDTH D DO "U" LINTEL DETAIL "V" LINTEL DETAIL SCALE=N.T.S. SCALE N.T.S. MATERIALS GENERAL INSTALLATION NOTES 1. fc precast lintels- 35W psi i Provide full mortar hand and bed joins. 2. fit prestressed lit -6000 psi 2 Shore filled lintels as roquired, 3. grouted per ASTM C476 fg 3000 psi w/ 3 Installation of lintel mutt comply with the architectural and/or structural drawings. maximum 3B aggregate and 8 to 11" slump. 4, U-Lintels are manufactured with 5-1/2 long notches al the ends to accommodate 4. Concrete masonry units (CMU) per ASTM C90 wl vertical it reinforcing and grouting. minimum net area compressive strength = 1900 psi 5, All fntels meet or exceed Ll360 vertical deflection, except lintels 17'4"and 6. Reber per ASTM A615 Grade 60. longer with a nominal height of 8" meet or exceed L1180. Prestressing strand per ASTM A416 grade 6, Bottom field added robot to be I ... led at the bottom of the lintel cavity. 6. 270low relaxation 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage, 7/32 wire per ASTM A510. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete 7 Molar per ASTM C270 type M or S. masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Florida Product Approval No. 158.1 it The exterior surface of lintels installed In exterior concrete masonry walls shall have a coaling of stucco applied in accordance with ASTM C-926 or other approved Coaling. 12, Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the fallowing equation'. Applied vertical load Applied horizontal lead / \ 1.0 Safe vertical load Safe horizontal [.it LINTEL DESIGNATION SCHEDULE LINTEL LINTEL MARK MARK REQUIREMENTS REQUIREMENTS F=FILLED WITH GROUT U=UNFILLED R= O 8RF&OBI1T ( 8RF14.0B/1T RECESSED QUANTITY OF # 5 REBAR@ BOTTOM OF LINTEL CAVITY B O SFS•OB11T O BF16-p6 /1T 0 8RF14.1611T NO 81`20.013/1T O 8F16.1BI1T O 8RF22-OB/lT 8F16-1B/1T E 8F20-1B/1T P 8F24-0B/1T NOMINAL TQUANTfTY OF WIDTH #5 REBAR AT11T O 8RF22-1B/1T Q� 8RF30.013/1T 0 8F24.18 0 8F32.0811T NOMINALT TOP O 8RF30-1BIlT O 8F28-1811T HEIGHT TYPE DESIGNATION O 8F32-113I1T O 8F40.113/1T 0 -SEE DETAIL ABOVE I 8F16-2B/2T O 8F&1Bl1T O 8F1218/1T t Iy i `t r =- 1 J r{f i 7r t O O O 5'-10" LL 5'-10" LL T-6" LL j1117 al To the beat of&te Engln ere knowletlge, Infolmetlon and belief, the structural plans and peci loations contained within these drawings comply with m 2D20 Florida Building Code - Rasidendel7thEOltlon. ngineers signature and seal is only for the structural engineering,portions of the drawing pages bearing Engineers signature and seal. I. E I.m g 4 da N pQiayIWaii _�•tlNrpA, naD�N NnNN y d2 LLteaoJ�Jr SLL in LLT _3dU&9�p on Too, be ZI �, °Qol_ LJarA�J W � tip•`, x ^v 0 N m m 0 /1'•C LL r� V p ul f6 °' �n J i�L� 10 se14 JSCALE: N.T.S. •;': s;• ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16"X3" 12"O.C. 1 2 x 6 3/16" X 3" 12" QC. 2 2 x 8 3116" X 3" 12" O,C. 2 CA 4' 6" LL HOMES 3999 West First Street Sanford, FL 32771 O(407)302-9871 NOTE: TAPCONS TO BE 6" FROM ENDS FASTENING OF WINDOW O MIN. #5 REINF. TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 5'-10" LL 6'-6" LL 174" LL a , BAR R 1 7/8" TIE -BEAM _ O CONCRETE LINTEL to m � `m 10" c7 #5 STD. 900 HOOK (2,2XP.T SCALE: 1 "=V-0" w BUCKS W/ 0)- 1/2" O.S.B. W 20" MIN4 BETWEEN r- �_ iI3OR #4 REINFORCING -- > 0 Ei"- a O 0) t BAR i > #3 & #4 LAP SPLICE _o J m LL 25" MIN. LAP U L0 it #5 REINFORCING BAR 0 N tl O CNO #5 LAP SPLICE E LL 5i O 36" MIN. LAP 3 m� CO (N Do ILL #6 REINFORCING BAR m Reference NO. 21-9263 #6 LAP SPLICE FASTEN PT 2X NAILER -1F DOUBLE 2X NAILER IS USED, Sheet: TO MASONRY USE 1/4"X4" TAPCONS. SEE OTHER DETAIL DETAIL NOTE FOR SPACING REQUIRED. MS05 REBAR SPLICE DETAIL *GRADE 40 U.N.O. MS11 2x BUCK TO MASONRY LINTEL P LAN . SCALE: N.T.S. SCALE: N.T.S. SCALE: 1/4" - 1'- O" LINTEL PLAN 0 0 T M Q_ n ILL 0 fV 89 VPO an'_n" 14'-11" 20,_0" 5r1 I 2J X 10'-0" I CONC. PATIO SLAB CONS; „ 14'-6" 8'-6" 11,_8,r O O O COND. 3imi3'-6" PAD 35 SH 35 SH 6068 SGD . HDR. @ 6'-a" I olo HDR. @ 6'-8" TEMP. 2 m BF m D3 I 26'-48' ih N PAN Yv S2, _... 5 -108" 2,_Q„ r 3 GREAT ROOM DINING ° 4'- " I I D3 8'-1 1/8" ClHT. I c? 8'-1 1/8" CLG. HT. N �1 1J i m 2 3m W O77 U et T r O 7.0 I C HIS I -_ u � KITCHEN I( I I.G. HT. 9, 44r, 1,_44r, 6, 6„ 1 24„ 2,l 11,_3 in ,_52 42" HALF WALL z; v H Li O ¢ w/ 1x WOOD CAP. m I 11 2 3 n41 1 1�13 11 I 11111 I 1 1 I 1 I 6, rLe v 3 m 2.10a„ C3 HDR. @ T SEE NOT 2All I 6 I I I I I BF c 2" I o --- 00 3 3 `- BW4 H2 3-2' V,a: N fV 26 m O I" 2'_i i4,r 11'_4„ 5'-10„ �ISN 70 2668 BF POO� 8'-11/8"C .HT.HS C 2-CAR GARAGE 2668 = 1 8'-1 1/8" CLG. HT. A.F.F. BUILDER TO PROVIDE APPLIANCE PROTECTION 1WHEN REQUIRED PER FBC t0 TYP. 11'-11a' b� 6' 32" N FURRED -OUT SEE A/ 3 D3 ALL, EC. PLAN FLEX O it 8'-1 1/8"CLG. HT. o c `r ER 8' "CLG. HT r------------- ------ --- I 1 - o lit C H 306a S.C. EGRESS 310I 11 I 18 1 20'1 1 Q Y " J TYP. @ 1 D7 GARAGE �ENrR JAMBS 16070 OVOR tD O =0' I - -------------- --------------------------`I� -----iw _ 6' 8" 6'-8" 2'-8" 2'-8" 2'-8" 16,_0,r 2,_8„ 13"-4" 5' 4" 21'-4„ CUBIC VOLUME: 22282 CU. FT. 40,_0" pm U0W azocc O Cd W 0�3 H _59 T= <M 75„ 8 O O T FIRST FLOOR PLAN SCALE: 1/4" = 1'- 0" BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS 121- 2 x 8112 SYP W/ 7116" CONNECTION: PROVIDE (2) USP OSB FLITCH PLATE. NAIL MSTA18 OR (2) USPHTW24 TO BM7 BEAM TOGETHER USING WOOD POST OR (2) USP TAI8 TO (2) ROWS OF 12d NAILS @ CMU COL. U.N.O. ON ROOF PLAN 12" O. q .TYP EACH SIDE (2) - 2 X 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) USP FLITCH PLATE. NAIL MSTAl8 OR (2) USPHTW24 TO OOSB BM2 BEAM TOGETHER USING WOOD POST OR (2) USPTAI8 TO (2) ROWS OF 12d NAILS @ CMU COL. U.N.O. ON ROOF PLAN 12" O.C. TYP EACH SIDE (2) - 2 x 12 #2 SYP W/ 7116" CONNECTION: PROVIDE (2) USP OSB FLITCH PLATE. NAIL Ill OR (2) USPHTW24 TO BM3 BEAM TOGETHER USING WOOD POST OR (2) USPTAI8 TO (2) ROWS OF 12d NAILS @ CMU COL. U.N.O. ON ROOF PLAN 12" O.C. TYP EACH SIDE 3Y2"x9Ya"GLULAM . CONNECTION: PROVIDE 12) USP (1.9E / Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO BM4 WOOD POST OR (2) USPTAI8 TO CMU COL. U.N.O. ON ROOF PLAN 3 Y2" x 11 Y4" GLULAM CONNECTION: PROVIDE (2) USP (1.9E / Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO BM5 WOOD POST OR (2) USPTAI8 TO CMU COL. U.N.O. ON ROOF PLAN 3 Yz' x 16" GLULAM CONNECTION: PROVIDE (2) USP (1.9E / Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO BM6 WOOD POST OR (2) USPTAI8 TO CMU COL. U.N.O. ON ROOF PLAN BM7 O 5 Y2' x 16" GLULAM (1.9E / Fb=2,400 PSI) CONNECTION: PROVIDE (2) USP MSTA18 OR (2) USPHTW24 TO WOOD POST OR (2) USPTAI8 TO CMU COL. U.N.O. ON ROOF PLAN 3 Y2" x 14" GLULAM CONNECTION: PROVIDE (2) USP (1.9E I Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO BMB WOOD POST OR (2) USPTAI8 TO CMU COL. U.N.O. ON ROOF PLAN GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 0 SIMILAR W/ (1) STUD UNDER EACH TRUSS & (1) STUD IN BETWEEN 2 3-PLY 2x12 SYP #2 ATTACHED W/ (3) ROWS 16d STAGGERED FROM EA.. SIDE 18" O.C. 3❑ COLUMN TO REPLACE JACK STUDS FOR ADJACENT HEADER. SEE HEADER SCHEDULE FOR KING STUD REQUIREMENTS AREA TABULATION "All FIRST FLOOR PLAN 1119 SQ.FT. SECOND FLOOR PLAN 1538 SQ.FT. LIVING TOTAL 2657 SQ.FT. GARAGE 433 SQ.FT. ENTRY 21 SQ.FT. TOTAL AREA 3111 SQ.FT. I WALL TYPES LEGEND MaS011rV 8" NOM. CMU @ 8'1 1/8" A.F.F./ Furring, Insul., and D.W ® 8" NOM. CMU DBL. BOND BEAM 8" NOM. CMU @ 7'4 1/2" A.F.F. Framing Standard 2x4 Framing - Wood or Steel Standard 2x6 Framing - Wood or Steel © Interior Bearing Wall Frame Wall Located Below 48" A. . W/Cap BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACINC SPECIES CAP. [plfJ TOP BOTTOM gWQ 78" (2) led TOENAILS (2) 18d TOENAILS SYP NO UPLIFT FBW51 16" R SAW/ (5)10dNAILS -STUD; RTBA W/ (5) 10d NAILS -STUD; SYP 450 (5)10d NAILS - PLATE (4)10d NAILS - PLATE BW6 1w (2) RTSA W/ (5) 10d NAILS STUD; (2) RTBA W/ (5)10d NAILS -STUD: SYP 900 (5)10d NAILS - PLATE 1(4) 10d NAILS - PLATE BW 1 O 12" (2)16d TOENAILS (2)16d TOENAILS SVP NO UPLIFT BW 11 12' RT8AW1 (5) 10d NAILS STUD; RTBA W/ (5) 10d NAILS STUD; SYP 600 (5)10d NAILS - PLATE (4)10d NAILS -PLATE BW 12 12" (2) RTUA W/ (5) 10d NAILS STUD; (2) RTBA / (5)10d NAILS STUD; SYP 1200 (5) 10d NAILS - PLATE (4)10d NAILS - PLATE DOUBLE 2x HEADER, SEE FLOOR PLAN FOR MIN SIZE. SEE®1 FOR CONNECTION INFO, IF HEADER IS WITHIN WALL INDICATED ABOVE WITH NO UPLIFT, CONNECTORS INDICATED IN V CAN BE IGNORED. T/ WALL MASc SEE PLAN PUN DOUBLE 2z 1x6 OR 1x8 FUR STRIP TOP PLATE STANDARD HOOKS, SEE MS05/2.0 FOR MORE 2x STUDS PER INFO PLAN/SCHEDULE ATTACH FUR STRIP TO MASONRY w/(2) ROWS 2x MID -SPAN BLOCKING 0.099" X 1-12" CASE w/ (2)-12d TOENAILS @ HARD NAILS 112' O.C. EACH END FOR WALLS ATTACH FIRST 2x STUD TALLER THAN S'l TO FUR STRIP w/(2) ROWS 0.09V X 2-1/4" CASE HARD NAILS CONNECTORS TOP AND 12" O.C. BOTTOM PER PLAN/SCHEDULE SEE FOUNDATION PLAN FOR MORE .. INFORMATION 2x P.T. w/ 3W die. x V LG. HEAW-DUTY SW -WHEN DESIGNED SCREW ANCHOR (WEDGE BOLT OR EQUAL) AS A SHEAR WALL, 2x w/3" x 1/4" PL. WASHER (TYP.) w/MIN. 1-3/4 SYP #2 TO BE USED AT EDGE DISTANCE; OR 12" A.B. OR 12" AT.R. END OF WALL w/ (3) 12" x EPDXIED w/ 7" MIN. EMBED. (IF AT STEP, 7- 6" USP WEDGE MIN. EMBED. PAST LOWER Si @ 32" O.C. EXPANSION ANCHORS TO BE USED IN LIEU OF CASE HARD NAILS `• SEE NOTE 7 BELOW " BEARING WALL DETAIL GENERAL NOTES NOTE-1: OPTIONAL CROWN MOLDING TO BE INSTALLE ONLY IN THE FOLLOWINGS ROOMS: • FOYER • GREAT/FAMILY ROOM • DINING ROOM • KITCHEN/NOOK • MASTER CEILING AND TRAY • FLEX/DEN * AS NOTED NOTE-2: 40 MIL PVC SHOWER LINER IS USED FOR ALL I WINDOW SCHEDULE II 1 H2 SH 25 1/2" x 25" 27 1/4" x 26" 1 H3 SH 25 1/2" x 37 3/8" 271 /4" x 38 3/8" 1 H4 SH 25 1/2" x 49 5/8" 27 11150 5/8" 1 HS SH 25 1/2" x 62" 27 1/4" x 63" 23 SH 36" x 37 311 37 3/4" x 38 318" 24 SH 36" x 49 5/8" 37 3/4" It 50 5/8" 25 SH 36" x 62" 37 3/4" x 63" 33 SH 52" x 37 318" 53 7/8" x 38 3/8" 34 SH 52" x 49 5/8" 53 7/8" x 50 5/8" 35 SH 52" x 62" 53 718" x 63" 4030 SH 47 1/2" x 35 1/2" 49 1/4" x 361/2, (2) -25 SH 72 1/8" x 62" 73 7/8" x 63" (2) -35 SH 105 3/8" x 62" 107 1/8" x 63" (3) -25 SH 108 Il x 62" 11 O" x 63" 1H3 FX (PW) 25 1/2" x 37 3/8" 27 1/4" x 38 3/8" 3010 PW 36" x 11 1/2" 37 3/4" x 12 1/2" 3012 PW 36" x 131/2" 37 3/4" x 14 112" 3040 PW 35 3/4" x 47 1/2" 37 1/2" x 48 1/2"" 4010 FX 47 1/2" x 11 1/2" 49 1/4" x 12 1/2" w/ sill 4040 PW 471/2" x47 1/2" 49 1/4" x 48 1/2" 4044 PW 47 112" x 51 1/2" 49 1/4" x 52 1/2" 3715 FX 36" x 14 1/2" 37 3/4" x 16 1/4" w/o sil 37 3/4" x 151/2" w/ sill FRAME _ WINDOW TYPE SIZE ROUGH OPENING 2020 SH 23 1/2" x 23 1/2" 24" x 24" 2024 SH 23 1/2" x 27 1/2" 24" x 28" 2030 SH 23 1/2" It 35 1/2" 24" x 36" 2040 SH 23 V2" x 471/2" 24" x 48" 2050 SH 231 /2" x 59 3/4' 24" x 601 W 3030 SH 35 3/4" x 35 1/2" 36 1/4" x 36" 3040 SH 35 3/4" x 47 1/2" 36 1/4" x 48" 3050 SH 35 3/4" x 59 3/4' 36 1/4" x 601/4" 3450 SH 391/2" x 59 3/4" 40" x 601/4" 4050 SH 47 1/2" x 59 3/4" 48" x 601/4" (2) - 3030 SH 71 5/8" x 35 1/2" 72 1/8" x 36" (2) - 3050 SH 71 5/8" x 59 3/4" 72 1/8" x 601/4" (2) - 2630 SH 59 1/8" x 35 1/2" 29 5/8" x 36" 3010 PW 35 3/4" x 11 1/2' 36 1/4" x 12" 3012 PW 35 3/4" x 131/2" 361/4" x 14" 3017 PW 35 3/4" x 18 3/4" 361/4" x 19" 3060 PW 35 3/4" x 71 1/2" 36 1/4" x 72" 4040 PW 47 11T x 471 /2" 48" x 48" 30 -1/2 ROUND 35 3/4" x 17 7/8" 36 1/4" x 18 3/8" SEE MANUFACTURERS DETAILS FOR INSTALLATION AND NUMBER OF FASTENERS PER WINDOW. DOOR TYPE GENERAL BEARING WALL NOTES2-8 YP [IN -SWING] 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #2 UNO ON PLAN. 3-0 [IN -SWING] 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. CONTACT E.O.R. IF SP4'S,SP&S OR SPB'S CONNECTORS ARE SUBSTITUTED, TO VERIFY THEY MEET THE STRUCTURAL REQUIREMENTS. 3-OW/ 1 SL ( ) [IN -SWING] 5. IF'BW' IS INDICATED ON SECOND FLOOR BASE CONNECTION TO BE IGNORED. SEE WFO6/D4 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2ND FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 3-0 wl 2 SL ( ) [IN -SWING] 6068 SGD 6. ALL 2x EXTERIOR WALLS w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d=0.148" CIA. X 3" LONG. COLUMN SCHEDULE 9080 SGD MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT() C3 (3) 2 x #2 SYP (4) 16d TOENAILS NO UPLIFT 12080 SGD HTT45 w/ 5/8" ATR & (18) (A) i6d X 1-1l2" NAIW 4160 8'1 x 71' GARAGE DOOR B 2470 LE4j (3) 2 x #2 S ( ) (2) LSTA24 16'-0" x T-0" GARAGE DOOR W (C)(14) 1/4" x 2-1/4" TAPCONS 3660 SEE MANUFAC C5 4 x 4 P.T.#2 SYP POST HTT45 W/ 5/8" ATR & (18 16d NAILS G = 6775 U = 4160 C6 6 x 6 P.T. #2 SYP POST HTT45 W/ 518" ATR & (18) 16d NAILS G = 160J U =4160 MARK HE/ DOOR SCHEDULE SIZE I MASONRY OPEJ 25 1/2" x 82" 29" It 83 314" [6-8] [8-0] 33 1/2" x 82" 33 1/2" x 98" 37" x 83 3/4" 37" It 99 3/4" [6-8) [8-01 37 1/2" x 82" 37 1/2" x 98" 41" x 83 3/4" 41" x 99 3/4" [6-81 [8-0] 51 1/8" x 82" 51 1/8" x 98" 54 5/8" x 83 3/4" 54 5/8" x 99 3/4" [8-0] 641 /2" x 98" 68" x 99 3/4" 72" x 80" 751/2" x 81 314" 72" x 96" 751/2" x 97 3/4" 96" x 96" 991 /2" x 97 3/4" 106 13116" x 80" 110 1/4" x 81 3/4" 106 13/16" x 96" 110 114" x 97 3/4" 141 1/8" x 96" 144 5/8" x 97 314" 96" x 84" 192" x 84" y . ERS DETAILS FOR INSTALLA OF FASTENERS PER DOOR. C9 4 x 6 P.T.#2 SYP HTT45 W/ 5/8" ATR & 4160 1 (2) - 2X6 #2 SYP SEE NOTE #5 11/2" FLITCH PLATE POST 1 (18) 16d NAILS 5.25"X5.25" P.L. 1.8E UPHDS W/ 7/8" ATR & (24) C11 Fb=2400 (WOLMANIZED 1/4"X2-1/2" WS3 WOOD 8185 IF E_- I SCREWS NOTE: P.T. LUMBER USE HOT DIP GALVANIZED OR STAINLESS STEEI CONNECTOR & FASTENERS. GENERAL COLUMN NOTES 1. SEE FUR. PLN. FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP#2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL K/SD-D MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR ill" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 4. SEE WOOD CONSTRUCTION NOTE #4 ON SN SHEET FOR CORROSION INFORMATION 160 MPH OPENING PRESSURES C&C LOADING - ENCLOSED - EXPOSURE "B" - 23' MEAN ROOF HT. EFFECTIVE WIND INTERIOR WALL ZONE (4) EXTERIOR WALL ZONE (5) (MORE THAN FROM BLDG. C44FT OR CLOSER TO BLDG. CORNE AREA(SQ. FT. CORNER) 0-19.99 +27.7 PSF l-30.0 PSF O +27.7 Fill /-37.0 PSF 20-49.99 O +26.4 PSF/-28.O PSF (4) +26.4 PSF l-34.0 PSF 50.99.99 C +24.7 PSF /-27.0 PSF C +24.7 PSF/-31.0 PSF SOFFITS +27.7 PSF /-37.0 PSF (END ZONE) GARAGE DOORS ® +24.3 PSF / - 27.5 PSF 2 (2) - 2X8 #2 SYP SEE NOTE #5 t " W/1/2" FLITCH PLATE 3 (2) - 2X10 #2 SYP SEE NOTE #5 W/ 1/2" FLITCH PLATE 4 (2) - 2X1FLIT2 #2 SYP SEE NOTE #5 W/ 1/2" CH PLATE 5 31/2" X 71/4" GLULAM (1.6E/Fb=1,500 PSI) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACI KINGS JACKS KING SIZE EA END EA END EA END EA END 1'l-3'-11" (1) (2) (1) (2) >4'-0" BUT <9'-0" (2) (3) (2) (2) 10'-0" - 16'-0" (3) 4) 3 (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1ST FLOOR, SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN. 3. IF HEADER IS ON THE 2ND FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL K/Di. 5. FASTEN ALL MULTI -PLY HEADERS TOGETHER W/ (2) ROWS 10d COMMON NAILS AT 8" O.C. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS w/ (3) 10d TOENAILS PER SIDE. HEADER IS NOT SPECIFIED CONTACT E.O.R. y. the structural plane and socifica6ons contained within these drawings comply with the42020 Florida Building Code - Residential nh Editicn. E gineera signaWre and seal ie ontyfor the structural engineering of the drawing pages bearing 7fR so �894ribJ _'k h m -o LL a a a M M W N Y Or JLLLL 3d Y3z O Gr i } ] re A Q N G 5 Z N U N 0 r 0 HOMES a3999 West First Street Sanford, FL 32771 (407)302-9871 Q W U LO i O a) m > i o Q J LL C CL m M U LED N p ,`D 0 O O ro O �� O N V- 0 z N ca v o 1 0 N 2 00 c° a S ¢ o alwal NRVJ FLOOR PLAN r I an'-n" 9'-8" 30'-4" 3050 SH O HDR. @ T-0-3/4" EGRESS R/S x80 F.G. 11'-10" [."��BEDROOM H1 I 6' • 1" I iia0 a iV 0 V. bm o I M 2 I C HS 1. 8'-0"CLG. HT. i x I m iv MASTER BEDROOM 4050 SH M. B T H C 8'-0" CLG. HT. HDR. EGRESS (V Mim 8'-0" CLG. H O Hl I *- ROOF G. . I 8'-0" LG. T. _ _ _ ROOF G.T. ---- - --- + Lo. (A CA g' qZ" 3-2 5 6.s ....... 16-021" 2'_3 4.12 5068 BF 0 i �l - 8 121 31 41 51 1 1� 1 (4)16" SH. I I I I wC Q I I I I I I I # r I I I I I LAV I X \ I 9'2 ORA yyy I��VIIII GRILLBLWTTT I 0 20686E 42"HALF WALL - -- I I I I I --------] H1 e BATH 2 1'-7" w/ 1x WOOD CAP. 1OO do 8'-0"CLG. HT. 2668 ry „ 2' 6'„ 12,_o-, b ---� 4 4 5'-6 3050 SH rn I";- 3 C I HDR. @ 7'-0-X 2068 IF LACEES U 3 UBISHOWER rn " 4 16'SI 7r_Or, . U 6068BF 70 D3 N 2 11 �- LAUN. 1, TYP. ; R/S x -------- ---� 8'-0" CLG. HT. � c o 3, 2„ 6 f 7 LOFT 1,_g33„ 5068 BF 3 8'-0" CLG. HT. I I ROOF G.T. I ROOF G.T. 01 q^ A) 11,_10n 12' O2„ 2, i• to 12,_6„ (A C4 4• •IN BEDROOM 4 I CN iV 8'-0" CLG. HT. N LL m I BEDROOM 3 1a/ } 8'-0" CLG. HT. I 4050 SH HDR. @ 743/4" H1 1 EGRESS plug O H1 (D HPR, 3050 SH 3050 SH @ T-0-T4" �' O HDR. @ 7'-O-N4" EGRESS 9'-4" 13'-4" 10'-8" 40'-0" BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS 12) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE 12) USP OSB FLITCH PLATE. NAIL MSTA18 OR (2) USPHTW24 TO BM1 BEAM TOGETHER USING WOOD POST OR (2) USPTAI8 TO (2) ROWS OF 12d NAILS @ CMU COL. U.N.O. ON ROOF PLAN 12" O.C. TYP EACH SIDE (2) - 2 x 10 #2 SYP W/ 7116" CONNECTION: PROVIDE (2) USP OSB FLITCH PLATE. NAIL MSTA18 OR (2) USPHTW24 TO BM2 BEAM TOGETHER USING WOOD POST OR (2) USPTAI8 TO (2) ROWS OF 12d NAILS @ CMU COL. U.N.O. ON ROOF PLAN 72" O.C. TYP EACH SIDE (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) USP OSB FLITCH PLATE, NAIL MSTA18 OR (2) USPHTW24 TO BM3 BEAM TOGETHER USING WOOD POST OR (2) USPTAI8 TO (2) ROWS OF 12d NAILS @ CMU COL. U.N.O. ON ROOF PLAN 12" O.C. TYP EACH SIDE 3 Yz' x 9 Y4" GLULAM CONNECTION: PROVIDE (2) USP BMa (1.9E / Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO WOOD POST OR (2) USPTAI8 TO CMU COL. U.N.O. ON ROOF PLAN ®MS 3 Y2" x 11 Ya" GLULAM (1.9E / Fb=2,400 PSI) CONNECTION: PROVIDE (2) USP MSTA18 OR (2) USPHTW24 TO WOOD POST OR (2) USPTAI8 TO CMU COL. U.N.O. ON ROOF PLAN 9M6 3 Y" x 16" GLULAM (1.9E / Fb=2,400 PSI) CONNECTION: PROVIDE (2) USP MSTA18 OR (2) USPHTW24 TO WOOD POST OR (2) USPTAI8 TO CMU COL. U.N.O. ON ROOF PLAN 5 Y2" x 16" GLULAM CONNECTION: PROVIDE (2) USP OBM7 (1.9E / Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO WOOD POST OR (2) USPTAI8 TO CMU COL. U.N.O. ON ROOF PLAN 3 Y2" x 14" GLULAM CONNECTION: PROVIDE (2) USP BMa (1.9E / Fb=2,400 PSI) MSTA18 OR (2) USPHTW24 TO WOOD POST OR (2) USPTA18 TO CMU COL. U.N.O. ON ROOF PLAN GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. _ AREA TABULATION "All FIRST FLOOR PLAN 1119 SQ.FT. SECOND FLOOR PLAN 1538 SQ.FT. LIVING TOTAL 2657 Si GARAGE 433 SQ.FT. ENTRY 21 SQ.FT. TOTAL AREA 3111 SQ.FT. WALL TYPES LEGEND Masonry ® 8" NOM. CMU @ V-1 1/8" A.F.F./ Furring, Insul,, and D.W 8" NOM. CMU DEL. BOND BEAM 8" NOM. CMU @ T-41/2"A.F.F. Framing Standard 2x4 Framing - Wood or Steel Standard 2x6 Framing - Wood or Steel © Interior Bearing Wall Frame Wall Located Below 48" A.F.F. w/ Cap BEARING WOOD WALL SCHEDULE MARK STUD CONNECTION & FASTENERS LUMBER UPLIFT SPACING TOP BOTTOM SPECIES CAP. [piq BWQ 78" (2)16d TOENAILS (2)16d TOENAILS SYP NO UPLIFT BW5 16" RTU-W/ (5)10d NAILS STUD; RTBA W/ (5)10d NAILS STUD: Syp 450 (5)10d NAILS - PLATE (4)10d NAILS - PLATE BW6 (2) RTBA W/ (5)10d NAILS -STUD; (2) RTBA W/ (5) 101 NAILS STUD; SYP 16" (5)10d NAILS - PLATE (4)10d NAILS - PLATE 900 BW10 72. (2)16d TOENAILS (2)16d TOENAILS SYP NO UPLIFT BW11 12" RTBA W/ (5) 10d NAILS STUD; Fri W/ (5)10d NAILS -STUD; SYP 800 (5)10d NAILS - PLATE (4)10d NAILS - PLATE BW12 12" (2) RTSA W/ (5) 10d NAILS STUD; () T / (5)10d NAILS -STUD; SYP 1200 (5)10d NAILS - PLATE (4)10d NAILS - PLATE ONLY IN THE FOLLOWINGS ROOMS • FOYER • GREAT/FAMILY ROOM • DINING ROOM • KITCHEN/NOOK • MASTER CEILING AND TRAY • FLEX/DEN " AS NOTED INOTE-2: 40 MIL PVC SHOWER LINER IS USED FOR ALL SHOWER RECEPTORS 1 H3 SH 1 H4 SH 1 H5 SH 4030 SH (2) -25 SH (2) -35 SH (3) -25 SH 1H3 FX (P 3010 PW 3012 PW 3040 PW 4044 PW DOUBLE 2x HEADER, SEE FLOOR PLAN FOR MIN SIZE. SEE WD1 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH NO UPLIFT, CONNECTORS INDICATED IN'V CAN BE IGNORED. T/ WALL - MASONRYWALLSEE WINDOW TYPE - SEE PLAN PLAN2020 SH 251 /2" x 25" 25 1/2" x 37 3/8" 25 1/2" x 49 5/8" 251/2" x 62" 36" x 37 3/8" 36" x 49 5/8" 36" x 62" 52" x 37 3/8" 52" x 49 5/8" 52" x 62" 47 1/2" x 35 1/2" 721 /8" x 62" 105 3/8" x 62" 1081/4" x 62- 25 1/2" x 37 3/8" 36" x 11 1/2" 36" x 131 /2" 35 3/4" x 47 1/2" 47 1/2" x 11 1/2" 47 1/2" x 47 1/2" 47 1/2" x 51 1/2" FRAME SIZE 27 1/4" x 38 3/8" 27 1/4" x 50 5/8" 271/4" x 63" 37 314" x 38 3/8" 37 3/4" x 50 5/8" 37 3/4" x 63" 53 7/8" x 38 3/8" 53 7/8" x 50 5/8" 53 7/8" x 63" 49 1/4" x 36 1/2" 73 7/8" x 63" 1071/8" x 63" 110" x 63" 27 1/4" x 38 3/8" 37 3/4" x 12 1/2" 37 3/4" x 14 1/2" 37 1/2" x 48 1/2"" 49 1/4" x 12 1/2" w/ sill 491/4" x 481/2" 491/4" x 52 1/2" 37 3/4" x 161 /4" w/o sill 37 3/4" x 151 /2" w/ sill ROUGH OPENING (1)2x SYP 62 STUD 2024 SH 23 1/2" x 27 1/2" 24"x28" 2030 SH 231/2" x 35 1/2" 24" x 36" DOUBLE 2x 1x6 OR 14 FUR STRIP TOP PLATE SSEE TANDARMS05/2 D HGGKs,0FORMOR 2040 SH 231 /2" x 471 /2" 24" x 48" 2050 SH 231 /2" x 59 3/4" 24" x 601 /4" 3030 SH 35 3/4" x 35 1/2' 36 1/4" x 36" 2x STUDS PER INFO PLAN/SCHEDULE TTACH FUR STRIP TO 3040 SH 35 3/4" x 47 1/2" 36 1/4" x 48" MASONRY /7 ROWS 2x MIDBLOCKING 0.099" X 1-112" CASE 3050 SH 35 3/4" x 59 3/4' 36 1/4" x 60 1MID-SPAN w/ (2)-12d TOENAILS @ HARD NAILS @ 1r G.C. 8' EACH END FOR WALLS ATTACH FIRST STUD TALLER THAN -0' TO FUR STRIP w/(d(2) 3450 SH 391/2" x 59 3/4" 40" x 601/4" 4050 SH 47 1/2" x 59 314" 48" x 60114" Rows D.Dag^ x z-va CONNECTORS TOP AND CASE HARD NAILS BOTTOM PER 12"o.c. (2) - 3030 SH 71 5/8" x 351 /2" 721/8" x 36" (2) - 3050 SH 71 5/8" x 59 3/4" 72 1/8" x 601/4" (2) - 2630 SH 59 1/8" x 351/2" 29 5/8" x 36" PLAN/SCHEDULE SEE FOUNDATION PLAN FOR MORE 3010 PW 35 314" x 11 1/2" 36 1/4". 12" 3012 PW 35 3/4" x 131/2" 36 1/4" x 14" ' .... ' _ INFORMATION 2x P.T. W N" dla. x 6" LG. HEAVY-DUTY SW - WHEN DESIGNED SCREW ANCHOR (WEDGE BOLT MI EQUAL) AS A SHEAR WALL (2) 2x w/MIN. 1S/4' SYP #2 TO 9E USED AT wGEDI DISTANCE: OR A.B.A.B.OR S A.T.R. END OF WALL w/ 3 1/2'x EDGE DISTANCE; N. EMBED. EPDXIED w/ A MIN. EMBED. (IF AT STEP, 7" ( ) MIN. EMBED. PAST LOWER SLAB); @ 32" O.C. 8• USP WEDGE EXPANSION ANCHORS TO BE USED IN LIEU OF 3017 PW 35 3/4" x 18 3/4" 36 1/4" x 19" 3060 PW 35 3/4" x 71 112" 36 1/4" x 72" 4040 PW 47 1/2" x 47 1/2" 48" x 48" 30 - 1/2 ROUND 35 3/4".x 17 7/8" 1 36 1 /4" x 18 3/8" SEE MANUFACTURERS DETAILS FOR INSTALLATION AND NUMBER CASE HARD NAILS SEE NOTE ]BELOW "•' OF FASTENERS PER WINDOW. DOOR SCHEDULE BEARING WALL DETAIL NOTE: ALL SWING DOORS ARE INSWING AND IF YOU NEED OU SWING 03/8" OFF HEIGHT DOOR TYPE SIZE MASONRY OPENIN( 2-0 [INSWING] 25 1/2" x 82" 29" x 83 3/4" GENERAL BEARING WALL NOTES [IN [8-6] [IN -SWING] (8-0] 331/2"x98" 33 1/2" x 98" 83 37"x993(1 37" x 99 3/4" 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED LINO. 3-0 [6-8] 37 1/2" X 82" 41" x 83 3/4" 2. ALL STRUCTURAL LUMBER TO BE SYP #2 UNO ON PLAN. [INSWING] [8.0] 37 1/2" x 98" 41" x 99 314" 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. CONTACT E.O.R. IF SP4'S, SPVS OR SPFS CONNECTORS ARE SUBSTITUTED, TO VERIFY THEY MEET THE STRUCTURAL REQUIREMENTS. 3-0 w/ (1) SL [6-8] [IN -SWING] ]8-0] 51 1/8" x 82" 511/8"x 98" 54 5/8" x 83 3/4" 545/8"x 99 3/4" S. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO BE IGNORED. SEE WF06/13OR INDICATED DETAIL FOR PROPER CONNECTIONS. FOR 2ND FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 3-0 w/ (2) ( ) SL (6-8 ] [IN -SWING] [8-0] 64 1/2" x 82" 64 1/2" x 98" 68" x 83 3/4" 68" x 99 3/4" 6. ALL 2x EXTERIOR WALLS w/EXTERIOR SHEATHING ATTACHED PER NAILIN@SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACIN® AND GRADE. 6068 SGD 72" x 80" 75 1/2" x 81 3/4" 7. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, Si 0, THEE WALLS 6080 SGD 72" x 96" 75 1/2" x 97 3/4" ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE ZX PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 8080 SGD 96" x 96" 99 1/2" X 97 3/4" S. SPI/SP2 DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD IN THE PLATE TO ACHIEVE 9068 SGD 106 13/16" x 80" 1101/4" x 81 3/4" THE TABLE LOAD. 10d=0.14B" CIA. X 3" LONG. COLUMN SCHEDULE 9080 SGD 10613/16" x 96" 1101/4" x 97 3/4" MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(i C3 (3) 2 x #2 SYP (4) 16d TOENAILS NO UPLIFT 12080 SGD 141 1/8" x 96" 144 5/8" x 97 314" C4 (3) 2 x tit SYP HTT45 w/ 5/8" ATR & (18) (A)HTT45 X 1-1/2" NAILS 4160 8'-0" x 7-0" GARAGE DOOR 96" x 84" 96" x 84" W' (B) (2) LSTA24 2470 16'-O" x T-O" GARAGE DOOR 192" x 84" 192" x 84" w (C)(14)1/4" x 2-1/4" TAPCON S 3660 SEE MANUFACTURERS DETAILS FOR INSTALLARONi RIJIM C5 4 x 4 P.T.#2 SYP HTT45 W/ 5/8" ATR & G = 6775 OF FASTENERS PER COQI;, POST (18 16dNAILS U=4160 HEADER SCHE C6 6 x 6 P.T. #2 SYP HTT45 W/ 5/8" ATR & G = 16005 POST (18) 16d NAILS U = 4160 MARK HEADER SIZE RE ARKS C9 4 x 6 P.T.#2 SYP HTT45 W/ 5/8" ATR & 1 (2) - 2X6 #2 SYP SEE NOTE #5 118 16d NAILS 4160 W/ 1/2" FLITCH PLATE ` POST ) 5.25"X5.25" P.L.1.8E UPHD8 W/ 7/8" ATR & (24) C11 Fb=2400 (WOLMANIZED 1/4"X2-1/2" WS3WOOD 8185 IF EXT.) I SCREWS NOTE: P.T. LUMBER USE HOT DIP GALVANIZED OR STAINLESS STEEL CONNECTOR & FASTENERS. GENERAL COLUMN NOTES 1. SEE FLR. PLN. FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE Si LIND ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL K/SD-D MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR Si 8" EMBEDMENT FOR 7/8" ATR 4. SEE WOOD CONSTRUCTION NOTE #4 ON SN SHEET FOR CORROSION INFORMATION 160 MPH OPENING PRESSURES C&C LOADING - ENCLOSED - EXPOSURE "B' - 23' MEAN ROOF HT. EFFECTIVE WINDEXTERIOR INTERIOR WALL ZONE- (4) WALL ZONE (4-FT. OR CLOSER TO BLD CORNEF (MORE THAN FROM BLDG, AREA (_SQ. FTC.. NFFT. CORRNER) 0-19.99 O +27.7 PSF /-30.0 PSF O +27.7 PSF/_37.0 PSF 20.49.99 O +26.4 PSF /-28.0 PSF ® +26.4 PSF/=34.0 PSF 50-99.99 O +24.7 PEE /-27.0 PSF © +24.7 PSF/-31.0 PSF (END 20NE, + 27.7 PSF / - 37.0 PSF SECOND FLOOR PLAN LL GARAGE DOOR5 ® + 24.3 PSF / - 27.5 PSF SCALE: 1/4" = 1'- 0" 2 (2) - 2X8 #2 SYP SEE NOTE #5 W/ 1/2" FLITCH PLATE 3 (2) - 2X10 #2 SYP SEE NOSE" 3 W/ 1/2" FLITCH PLATE ..,, n _ 4 (2) - 2X12 #2 SYP SEE NOTE #5 W/ 1/2" FLITCH PLATE 5 3112" X 71/4" GLULAM (1.6E/Fb=1,500 PSI) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENING 2x4 WALL 2x6 OR 2x8 WALL OPENING J K KINGS JA K KI • SIZE EA END EA END EA END EA EP 1'-0"-T-11" (1) (2) (1) (2) >4'-0" BUT <9'-O" (2) (3) (2) (2) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1ST FLOOR, SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN. 3. IF HEADER IS ON THE 2ND FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL K/D1. 5. FASTEN ALL MULTI -PLY HEADERS TOGETHER W/ (2) ROWS 1Od COMMON NAILS AT 8" O.C. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS w/ (3) 10d TOENAILS PER SIDE. 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. r h the structures plans and spe mtlons mMeined within these drewingsaanpl iththe20 FliBuilding Cade - Residential 7th Edition. Engine a signature and seal is only fo the structural engineedng potions of the drawing pages bearini Engine n's signature and seal. Fj O 999 West First Street Sanford, FL 32771 (407)302-9871 Q a� W T L17 U u7 °) M Q U_ m •p LL ^� L1 (D U C C O o CC (N LL" E CDZ 2 °c U. IN 0000 LL N a 3.1 FLOOR PLAN Q 0 LL 4 ELEVATION NOTES ` EAVE AND GABLE OVERHANG 12" ALUM. FASCIA AND SOFFITS, U.N.O. PLUMB CUT WITH LEVEL RETURNS EXTERIOR COVERINGS SHALL COMPLY WITH R703 OF THE J_ , FBC-R (CURRENT EDITION) 3,000 TOP OF ROOF------------------------------------------- — — — — — — — — — — — — — — — Coastal Fiar) shall all flashing materialfor material ex: zlocatinc and/oons r h of the ocear) shall be corrosion resistant material (ex: zinc and/or stainless steel] and shall be selected for compatibility with adjacent wood preservatives per the z �,1�'.,—..:''r*....-...�`,...s..>°F''+-.......✓' ^,....-.., �...-✓' fir° >..1 0... _ d �`........'�/ �^" e._-"{�.*-�".'`'`.^_._.,✓` manutsaurer's recommendations. ; .:..,. 12 12 41 �4 < FIBERGLASS 'e SHINGLES, TYP. 1 i WDW. HDR. _ _ _ --- - -- - — — - -------------------- -- - ,LTRIM BOARD, as T. PER MANUF, _ ic, aim _'NSTRUC. -- — - --- ------ - - 6" LAP SIDING, ✓ SIN 00 b .4" TRIM -- — TYP. ...� 1OARD, - t•' TYP. _-- _ 4" TRIM BOARD Njbj.--- ----- --------------- -------- --- DFI -------- r r' TOM ---- -- -- -—— -- ---- CJ/WEEP CJ/WEEP STD. C.L. r-------PREWIRE DW. HDR. ---- ----- ------ ,y — — - ° _ Dfd�y1F ON W jBtAM OCK, the structural Plans and sp AceUons contained within these To the bestofthe EngineersUoxledge,In mutton an belief, P. "d/ 4" ETCHED the crala vriU, the 20,20 Flodtle Building Code- 9 III/III��� u BAND ReeWeneal7th Edifion. Enearsofthsignature riand sealis sonl for y e the sinxWrel ersi,, eb rtg Nona of ins dreand Pages b�dng Y � - Engineers signature aM I. JFIN FLR - r — — — — — — -- — — — — — — ---- -- -- -- -- -- -- -- -- - E Jyj 28 J J 4" ETCHED 6" ETCHED 6" ETCHED BAND, TYP. BAND BAND FRONT ELEVATION "CALCULATIONS BASED ON THE FOLLOWING VALUES" • RIDGE VENTS - 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF-RIDGEVENTS- 140 SO. IN. OF NET FREE AREA/UNIT • SOFFIT VENTS - 22.3 SO. IN. OF NET FREE AREA / SQ. Fr. 1/150 Rule 1/300 Rule ATTIC SQ. IN, of SQ. FT. of of IN, of SQ. FT. of SO. IN. of ventilation to SPACE ventilation vented to solflt vSO.entilation vendlaUon vented be provided required � provided required offlt needed b1'upper ventilators 2ND FLOOR ROOF 1573 1510.1 1 67.7 1 150 755.0 16.9 377.5 U Z°a¢Z ,n Z G 5Z°W SCALE: 1/4" = 1'- 0" VENTILATION PROVIDED Amt Total Ventilation Provided (Sq.lnches) Vent Floor) W o Off -Ridge (1st 1 140 Total Ventilation Provided 140 ^ `� by Upper Ventilators 1/150 Rule used; Off -Ridge not part of Calculations r •,R`y J M � U O V) S vet► 12 12 Y(� 44 N 1 L = N a� N Y &cgs 40 FIBERGLASS — SHINGLES, TYP. T.O.P 0 ao g ' co (D WDW.HDR. 6" LAP SIDING 4" TRIM BOARD— FIN. FLR. T.O.M. - — — — — WDW.HD FIN. FLR.----- WDW.HDR. --- - _____ 4" TRIM BOARD, INST. PL R MANUF. INSTRUC. n ND 1 FLR. r 00 — -- _—_ -- — - - - — — — —`-- ---------------------------------------------- --- -- _ _ T,Q.M. " — — — — — — CJNVEEP — ---------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — STRUCK BLOC — — — — — — — — — — — — — — ---- -- WD DR. — — — - — o0 FIN. F R. f 00 HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 9 Y In .L N /�V N LY `m O Q 'My r � raJ�' O� W to cc 111r L Qi o Q U_ U- a M U C N -a) O O O O) N LL m� o m � o a LL E c N N a 00 LL CC a 1- 0 C. 0 la_ 0 a 0 PATIO SLAB Reference No. 21-9263 Sheet: 4.0 RIGHT ELEVAT ON ELEVATIONS SCALE: = 1'- 0" �I< cc SIC cl7 N Q 0 LL FIBERGLASS SHINGLES, TYP. 6" LAP SIDING 4" TRIM FIBERGLASS SHINGLES, TYP. 12 4L_—`, SLAB Q4 4" TRIM INST. PER W W. HDR. — ---- - - - - - ----- ---- F ---- 6" LAP SIDING 4" TRIM BOARD --------------------------- ----------------------------------------------- ---- - - — ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - T. .M - - ---- WDW.HDR. CJIWEEP ------- --- STRUCK BLOCK 0 00 to FIN. FLR. CU'-U" A I U"-U" I:UNU. PATIO SLAB C a i r 00 SIN T -v' N =100 REAR ELEVATION SCALE: 1/4" = 1'- 0" ELEVATION NOTES EAVE AND GABLE OVERHANG 12" ALUM. FASCIA AND SOFFITS, U.N.O. PLUMB CUT WITH LEVEL RETURNS EXTERIOR COVERINGS SHALL COMPLY WITH R703 OF THE FBC-R (CURRENT EDITION) of the ocean) shall be corrosion resistant material (or. zinc and/or stainless steel) and shall be seiected for compatibility with adjacent wood preservatives per the manufacturers recommendations. "CALCBLATIONS BASED ON THE FOLLOWING VALUES— • RIDGEVENTS - 15 SO. IN. OF NET FREE AREA/LINEAR FT. • OFp.RIDGE VENTS- 140 SQ. IN. OF NET FREE AREA/UNIT • SOFFIT VENTS - 22.3 SQ. IN. OF NET FREE AREA/ SO. FT. 1/150 Rule 1/300 Rule ATTIC SQ. of SQ. FT. of LF of SQ. IN. of SQ. FT. of an, I o of van6'a,on to SPACE ventilation vented seBlt ventilation be pmAded required nseeded provided required n + by upper vendletors 2ND FLOOR ROOF 1573 1510.1 67.7 150 755.0 16.9 377.5 VENTILATION PROVIDED Amt Total Ventilation Provided (Sq.Inches) Off -Ridge Vent (1st Fioon) 1 140 Total Ventilation Provided 140 by Upper Ventilators 1/150 Rule used; Off -Ridge not part of Calculations t. a„"� ^I . , e' C rf . fit., ,l as J the structural plane and drawings comply with It Residential 7th Edition. the structural engineedl ations contained within these Florida Building Code - irs signature and sesl is only for ins of the drawing pages bearing V I N 0 Q M Tt 0 1V V LL c O V) � s x , 5 L N 6i® HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 Q i N LU "— Ln U rn � O M o Q LL In L.L f6 U Ln CV C) CD m rp d W U`_ o LL Z N N a a 4.1 ELEVATIONS N 0 N r N N T 9 TACH STAIR TO D LANDING, MIN 14" OSB W/ 10d AILS @ 3" O.C. STAGGERED '8" CDX WOOD _RS GLUED & (3) 1-3/4" STAPLES WOOD TREADS JED & N19-1-3/4" STAPLES Y1 MIN, HOUSED STRINGER FASTEN STRINGERS TO UD WALL OR FURRING w/(2) 'MILS @ 32" O.C. MAX SPACE TO WALL (NOT SHOWN) SHIM ATTACH W/(2)16d i @ 32" O.C. (TYP.) ;TRIP OF 7/16" OSB TO ITH & CENTER OF BOTH DES OF STRINGERS. Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 7 314 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding inch. A nosing projection not less than 314 inch and not more than 1 1/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed - the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1 112 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 1 1/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. — — — — 5/8" WOOD RISERS — 1X WOOD TREADS W/ BULL NOSE EDGE —\ (1) 2xl0 SYP #1 MIN. HOUSED STRINGER EA. SIDE. FASTEN STRINGERS TO ADJACENT STUD WALL OR FURRING w/(2) 16d NAILS @ 32" O.C. MAX. WHERE AVAILABLE HEAD OF STAIR ASSEMBLY IS 5/8" PLYWOOD - FASTEN 5/8" PLYWOOD FROM STAIR ASSEMBLY TO 3/4" OSB ON TRUSS w/GLUE & 1 Od NAILS @ 3" O.C. (STAGGERED) STAIR CALCULATIONS: TOTAL RISE = 9'-5 718" (15) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. —(1) LAYER OF 3/4" OSB ATTACHED TO FLOOR TRUSS CHORDS & WEBS w/GLUE & 1Od NAILS @ 4" O.C. PRE.-ENG. FLOOR TRUSSES, SEE FRAMING PLANS 2ND. FIN. FLR. _ 116� LEJ 6� _ _ T.O.M. I o PRE -ASSEMBLED STAIR DETAILI STAIR SECTION SCALE: 3/8" = 1'- 0" 1 5'0 SCALE: 1/4" = 1'- 0" 12 4F_�, PRE-ENG TRUSS PER MANUFACTURER SPECS 12 Q4 17, .r r'Sdr � ®9 ¢to b7 4 .TM1 •,C Or 11J0 r r, r� \ 7 ✓ J� ,,�w To the best of the Engin ees knowledge, information and belief, the atructurel plane antl Daciflcetlons wntalned within these tlrmNngs Wrt�ply wiM th 2a2CFioddeBuilding Code - Residantial nh Etlitlan. tginears signature and seal Is only for thesWcturel enolneedn Dordons of the diawina mass beadna U O T .P O —_______--.__---- ---- — — — — — — -- — --- WDW. HDR HOMES 3999 West First Street W.I.C. WBATH BEDROOM 4 �1a0 Mho T Sanford, FL 32771 00 (407)302-9871 F, 0 0 0 ❑� D 4 I I 2ND FIN. FLR.� --- ----- T.O.M. C7 -- — — -- — — WDW. HDR. Q — ------ ------ ---------------------- C _U W ` GREAT ROO FOYER ENTRY v co (� u1 Q) co KITCHEN 43 n ¢o ILL BEYOND a_ m L) LO -FD --- .. .. ... ------ ----- FIN. L . .. C d O 111 �� Ml�gr7M771, � ���—� � ��iIII III III II�,�—ail E ZN N 6 W LL 6LL ���- -1 U rl J Q all A 1 1 `:a SCALE: 1/4" = 1'- 0'' BLDG. SECTION ALIGN DRYWALL W/ STRINGER 2X4 STUD WALL 5/8" BELOW TOP OF STRINGER CAULK WD TREAD 2X10 STRINGER SECTION A -A SCALE =112 " = V-0" OVERALL STAII WIDTH VARIES WD. HANDRAIL SEE FLOOR PLAN FOR LOCATION WALL RAIL BRACKET WOOD BASE — -DASHED LINE .INDICATES OPT. IN HALF WALL- E 112" DRYWALL DROPPEE DOWN BEHIND STRINGLn, SEE DETAIL ABV. 1/2" DRYWALL DROPPED DOWN BEHIND STRINGER • WOOD BASE ABV. STAIR STRINGER 2X10 STRINGER DASHED LINE INDICATES OPT. STEP IN HALF WALL- SEE PLAN 42" HIGH SLOPED 2X4 STUD WALL ABV. < TREAD (TRP) w/ DRYWALL OR WD. ., CAP — / J 3 0 O (L O 5- DASHED LINE '' INDICATES STRINGER HANDRAIL SEE ' SEE FLOOR PLAN I FOR LOCATION RAIL/ KET/ S s / I / J / / STANDARD STAIR WITH 42" HIGH HALF WALL N Q 0 LL 3'-1" OR 3'4" SPINDLE MUST BE INSTALLED SO A 4" SPHERE CANNOT PASS BETWEEN ADJACENT UNITS NEWEL POST 1/4" ROUN TRIM. TYF 1X8 WD. C 1X_WD. TRIM (2) 4-1/2" LAG BOIL OGEE TRIM OPEN RAIL BALUSTERS @ 5" O.C. OR WROUGHT IRON @ 4" O.C. — 1X8 WD. CAP WOOD TREAD 2X4 STUD WALL ALIGN W/ STRINGER 2X10 STRINGER SECTION B-B SCALE =1/2 " = V-(r WOOD HAND RAIL -112" DRYWALL 2x BLOCKING CENTER @36" A.F.F. TOP OF TREAD -#8 x 2-1/4" LAG SCREW TO ATTACH RAIL TO / ROSETTE g / -COUNTER SUNK FOR W w I #8 x 2.1/4" LAG SCREW o (1) TOP & BOTT. z f° 0 Z HANDRAIL ROSETTE TO BE ATTACHED TO WALL 0 0 OPTIONAL RAILING AT STAIR NEWEL POST 16d NAIL @12" O.C. STAGGERED �I �I NEWEL MOUNT'G. PLATE w/SCREWS AND TRIM (PER MFG. INSTALLINSTR.) 311 1X8 WOOD TRIM 4 3/4" OSS. DECKING FLOOR SYSTEM 1/2" DRYWALL NEWEL POST ATTACHMENT WALL ATTACHMENT S( ALE =1/2 "= V-0" SOP r DETAIL ;ALE: 3/8" = 1'- the sauctural plans and speclAcetlons contalned within Crewe drawkw coffOy with One 202P Florida Building Code - Resldential An Edison. Engl" a signature and seal is only for the structural engirreering pa ns of the drawing pages hearing Engineers sign..,.aril seal. 0 HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 Q N W t✓ co `O LID V/ m M U L a m Q> J -O LL 2 U N ) m o_ N z N 000 l° a 0 ¢ 5.1 STAIR DETAILS IIM N CD (\I N N T r) LL BIX11 5 SINGLE 1 1/8" x 11" RIM BOARD. 2x4 LET INBBACEIOP 2x81ET IN BRACE BOTT O.bL _ Q LL I BUK Q LL AlK U LL 1 FGO 0 LL W LL rP W LL U. I.L. Q LL SLK < LL ELK Q LL BUK Q LL I BUK Q LL I I RIV D LL I I BILK m LL I DO LL I I BUK Q LL I W LL 14 W LL Q I.L. FIEL D PLI DRAFT SEE DETAIL STOPPIN .. I 0 II 11'71' 31/ LL LL LL LL U_ 1 1 I 1 I I I I I 1 I I I I I I I — — -- — — — r SINGLE 1 1/8" x 16" RIM BOARD, 2x4 LET -IN BRACE TOP, 2x6lET-IN BRACE BOTTOM LT1 FLOOR PANEL FP05 131411 1 514" 1 2114" T _ 3 D3 TYP. W w U a In W it W (7 N 0 m s a\ W m 0 O 01 a) M 2x4 2x6 (IF NEEDED) 8 'ROSS REFERENCE CHART SIMPSON 1/4'Sd 112"SOS WOOD SCREWS / USP 1/4"x3 1/2" WS35 WOOD SCREWS SIMPSON 1/4'k8" SDS WOOD SCREWS / USP 1/4"x6" WS6 WOOD SCREWS SIMPSON H2.5 / USP RT7A ATTACH BLOCKING TOGETHER W/ (2) 1/4'k3 1/2" WS35 WOOD SCREWS 24" O.C. SPACING EXTERIOR/ROOF SHEATHING ATTACHED —� PER NAILING SCHEDULE ROOF — TRUSS w/ RECESSED HEEL BEARING TRUSS TO LEDGER CONNECTION AS PER PLANS (MIN. USP RT7A) (2) 2"x6" SYP. #2 CONTINUOUS LEDGER WITH (2) 1/4'SKW SOS WOOD SCREWS AT EACH TRUSS VERTICAL OR AT EACH FLOOR TRUSS, MAX. 24" O.C. SPACING (IF LEDGER ALIGNS WITH CMU USE (2) 2'Sc6" P.T. SYP #2 & (2) 1/4"x6" TAPCONS AT 24" O.C.) 2"x STUDS (SEE PLAN FOR INFO.) 2"x4"SYP #2 BLOCKING BETWEEN TRUSSES & STUDS W/ (2) 12d TOENAILS EACH END SEE WS06/134 FOR CONNECTION INFO. 2"x4" SPF #2 BLOCKING w/ (2) 12d TOENAILS AT EACH END (IF RIBBON DOES NOT EXIST,) SEE FLOOR FRAMING PLAN (FLOOR TRUSS PERPENDICULAR TO WALL OR GABLE END) MASONRY WALL LD LEDGER SECTION 06g w/ (2) 2"x6" SCALE: N.T.S. LEDGER FLOOR FRAMING: ITEM DESCRIPTION RIM BOARD 1-1/8" X 16" RIM BOARD FA-FK 16" WOOD TRUSS BM01 3 1/2" x 16" GLULAM (1.9E / Fb= 2,400 PSI) FRAMING PLAN SCALE: 1/4" = 1'- 0" Y iM FLOOR FRAMING NOTES FLOOR SHEATHING FLOOR SHEATHING SHALL BE 3/4" T&G OSB GLUED AND STAPLED w/ 16GA x 1 3/4" STAPLES @ 2" O.C. EDGE & 4" O.C. FIELD OR NAILED w/ 8d x 2 1/2" RING SHANK NAILS @ 6" O.C. EDGE & 12" O.C. FIELD. GLUE MUST BE INSTALLED BETWEEN ALL PANEL JOINTS AND BETWEEN ALL PANELS AND SUPPORTS.(GENERAL FLOOR FINISHES ARE ACCEPTABLE IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQUIRED CONTACT E.O.R. ALONG WITH TRUSS COMPANY TO VERIFY FLOOR TRUSS DESIGN. FLOOR SYSTEM PRE-ENGINEERED WOOD FLOOR TRUSS / JOIST SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS(SEE COVER SHEET) AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS AND TEMPORARY AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR PERMANENT STRUCTURE, EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. NOTES: 1. FLOOR JOIST / TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. DRAFTSTOPPING R302.12 - CONTRACTOR SHALL DIVIDE CONCEALED FLOOR SPACE EQUALLY SO THAT SPACE DOES NOT EXCEED 1000 SQ. FT. USING 7116" OSB PLYWOOD, LOCATED BETWEEN THE CONCEALED FLOOR SPACES. 4. SEE ROOF FRAMING NOTES FOR ADDITIONAL NOTES, 5. FLOOR SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. #.µ LPTA, RIM BOARD CONNECTION DETAIL # 3/WS-S1 OR DSL RIM BOARD CONNECTION DETAIL # 5IWS-S1 TYPICAL ATTACHMENT TO BEARING WALL w/ (2) 1 Od NAILS, TOE -NAILED SOLID WOOD FIRE BLOCKING (3/4" OSB) BLK EXCEPT @ A/C SPACES ROOF FRAMING NOTES SHINGLE, METAL OR TILE ROOFING SYSTEM (SEE ARCH.) OVER APPROVED UNDERLAYMENT, OVER SHEATHING PER ENGINEERED ROOF SPECIFICATIONS (SEE FRAMING PLAN) ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX OR CONVENTIONAL FRAME ROOF. (SEE PLAN FOR SIZE, SPACING, TYPICAL ROOF SLOPE, AND OTHER INFORMATION) ATTN: BUILDING DEPARTMENT PLEASE NOTE THAT TRUSS LABELS MAY VARY BUT, IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT PLEASE CONTACT THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES. FLOOR TRUSS DRAFTSTOPPING R302.12 - CONTRACTOR SHALL DIVIDE CONCEALED FLOOR SPACE EQUALLY SO THAT SPACE DOES NOT EXCEED 1000 SQ. FT. USING 7/16" OSB PLYWOOD, LOCATED BETWEEN THE CONCEALED FLOOR SPACES. DRAFTSTOPPING DETAIL R302.6 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY NOT LESS THAN 1/2-INCH (12.7MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGE BENEATH ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8-INCH (15.9MM) TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 112-INCH (12.7MM) GYPSUM BOARD OR EQUIVALENT. TYPICAL TRUSS STRAPS '11110KOX61,011111irrana,nary�l��ul TRUSS TO WOOD FRAMING: (1) 6" LG. TRUSS SCREW W/(2) 10d TOENAILS (SEE NOTE 181D3) TRUSS TO MASONRY: (1) TA18 j4 JACK TRUSSES TO GIRDER TRUSS SHALL BE NAILED TOP/BOTTOM CHORD. FOR VALLEY SET TRUSSES, SEE ENGINEERING TRUSS PACKAGE FOR CORRECT CONNECTION [VC1) -0" 4'-0" 2'-D" 2'-0" 4'.0" 2'4' 2'-0" 4'-W 2'-01' 2'-0" 4'.0" 2'-W T 2'-0" 4'-0" 2'-0" fo. Y # # `v i+1 `v iM # # R i+l # # v # If `v e� # # 'Y Y in # # Y M # # Y # # i+1 # # Y Eq # # Y '-0 4'-0" 2'-0" 2'-O" 4141 2'-0" 2'-0" 4,-0" 2'-U" 2'-0" 4'-0" 2'-0" 2'-0" N-O" Z-0" TRUSS STRAP PLAC',EMENT PLAN SCALE: 3/16" = 1'- 0" USP HARDWARE -160% 2019 59TH EDITION CATALOG MARK PRODUCT CODE# HER # FASTENERS UPLIFTS R 11 16d NAILS - 2 TOP CHORD NAILS / 2 BOTTOM CHORD NAILS 6" LONG TRUSS FMFF008 SOWC FASTEN MASTER FRAMEFAST :is SCREW 15800 SIMPSON STRONG DRIVE 616 HUS 28 HU528 (6)led TRUSSiQ led ER 1640 3786 HUS 28 HUS28 (22) led HEADER 2410 4035 2 (8) led TRUSS JUS 28 LU328 (4) IN HEADER 840 880 3 (4) iOtl TRUSS MPSF LTPS (6)/(6) Bd TYPEI RIM BOARD I ass 696 4 PLATE MPAi A36 (6) So STUD TO PLATE 825 625 g (6) 8d RAFTER TO PLATE SKH 26 UR SURIL26 (6) IN HEADER led X 1112" JACK 1135 890 g (6) SKHH 26 UR —,— (18) ietl HEADER 796 1795 7 (12) IN X 1112" JACK SUH 26 U26 (6) led HEADER 755. 1000 4 (4)10d X 1 1IT' JACK SUN 28 -_ (8) ietl HEADER 875 1336 9 IN X 1 112" JACK THO 26 HTU26 (18)led HEADER IN X 1 112-TRUSS 2265 3000 1g (12) 1(6) THD28 HTU28 (28) ietl HEADER 2316 42M 11 (16) IN X 1 1/2" TRUSS THD 28.2 HTU28.2 (28) led HEADER 2595 4860 12 (16) ietl X 1 IIT' TRUSS THIGH 284 HGUS28-3 (36)led HEADER X I IlZ' TRUSS g34S 81)6 13 (12)10d THO 40 HHUS48 (28) led HEADER X 1112" TRUSS 2595 4880 14 (16)10d HJC26 THJU26 (5) led HIP (16) led HEADER 2346 3066 75 (7) led JACK (2) MTW 12 (2) MTS12 (14) IN OR led 11/7' 2370 18 618"ANCHOR BOLT 12" 12) MUGT 15 (2) MGT EMBEDDED 8990 17 (28)10d 1112" GIRDER EACH (2) RT i6.2 (2) H10.2 I818tl TOP PLATE 2I20 18 1 18d 1 11T' TRUSS (2) META 24 (2) (18)10d I (IS) led 3280 19 MSTA24 RTeA HB Ili) IN X 1 ill" TRUSS I80 20 (6) IN X 1 1/2" PLATE (6) IN POST 21 C BC4 (6) led X 1 1/2" BEAM 841 (4) led X 1 1/2" TOP 22 FA3 MAS (2) IN 11/2" SIDE 1410 23 HC520 CUP GBC (6) gtl STUD 615 HHCP2 CORNER CLIP HCP2 10) led X1 V2" TRUSS 680 g4 (10) IN X 1 1/2" PLATE HTA 20 HETA20 (9) 10d X I IIZ' 1870 26 (2) HTA 20 118) IN X I UZ' 2430 28 HE(2) HTW 24 HTS24 (20) IN 1366 27 LTHJA26' (16) 16d HEADER (6)10D HIP HJC26-SK6m THJA26, (7)IN JACK 2346 3066 28 THJU26 HHUS210. (38)160 HEADER THD 210.2 (20)10d X 1 1/2' TRUSS 3905 6600 29 HTU2, KST 237 MST37 (48) ietl 5140 60 LPTA LTA2 (10) IN X 1 i1T' 1470 91 FACE OF GABLE W/ZX4 LSTA 36 LSTA36 (22) led X 1112" 1640 42 LTW 12 LTS12 112) IN 775 23 LM20B LTT20S 3/4" ANCHOR WEDGE BOLT 31/4" 1100 34 EMBED (10) IN X 1 1/2" STRAP LBP 12-TZ LBP1122 112"J-BOLT NIA 35 PLATE 36 LFTA 6 H6 �8) sit STUD 980 MSTA 12 MSTA12 (10)IN 935 37 MSTA 18 MSTA18 (14)IN 1310 38 MSTA24 MSTA24 (18)IN is" 39 MSTA 30 MSTA30 (22)10d 2065 40 mm 12 MTS12 (14)10d 1186 41 MM 18 MTS18 (14)10d 11SS 42 FRAME. (2) 5/8" BOLTS, (8) IN HUGT2 HGT-2 BLOCK- (2)3/4"BOLTS, 9676 12"EMBEDDMENTEXPDXY (8) 43 IN (28) IN (1) 618" ANC BOLT 12" EMBEDDED •WHEN MUGT16 MGT NEEDED ADD PD2(10) WS3 4495 SCREWS & (1) 6'8" THREADED 44 ROD NP3731/8"X7" TP37 (8I led HEADER NA 45 (8) IN X 1 112" TOP OF BOT. SEC. PA 29 PA28 (16) led 3700 46 JL26IF-tt _.. (8) IN HEADER 730 1215 47 (4) IN X 1 ill" TRUSS RT 16A H10A, (a) ad TOP PLA}A`. 's " " 1020 48 M14 l9) IN X 1 11T' TRUSS (8) so rpPPLA7 - 49 RT 16.2 H10.2 (8)10d X 1 112" TRUSS 1080 (4) ad laYP PLAMT ' ` 60 RT S CLIP UR HS , (4)N TRUSS 380 3A CLIP URSIH3 He, (4)so TOP G^ , 34S IIIRT (4) sit BOTTOM TA 12 META12 (5) led X 1112" 990 82 TA 14 META12 (7) too X 1112" 1205 63 TA 18 META18 (a) IN X 1112" Ins 84 (4) led X 1112" 780 (2) (8)10d X 11/2" 1-PLYy: b '-" °a 1 66 (2) TA 18 METAis Yq (8)10d X 1 1/2" 2-PLY I"-2410� k TA 24 META24 (8)10d X 1 1/2" 1206 68 (2)TA 24 (2) (8)IN Xi VT'1-PLY 2410 67 META24 (8) IN X 1112" 2-PLY HDU2.9DS 5/8"X8"BOLT 6 6/8" EMBEDDED 68 PHD2A. 2.5 EPDXY (6)WS3WOODSCREWS 3215 THDH614 HGU 45.60/ (66) led HEADER, (22) ietl TRUSS 6305 11326 69 HUSI.0111 (30) led HEADER (10) ietl TRUSS 411D 6060 s0 I HUS179 0 (22)10d X 1112" HEADER 1275 9366 81 THF17157 IUS1.81/16 (6) too X11/2"JOIST (2) HIM 24 (2)HTS24 (241 led X 1 112" OR 2730 62 (20)IN THIGH 414 HGUS04 (16)led POST TRUSS 6306 11325 83 (66)led (4) WS16 RAFTERITRUSS HGA I0KT HGAIOKT (4) WS3 PLATE 79D 64 (14)IN STUDS (2)10d PLATE 66 LUGT2 LGT2 (16)led TRUSS 2020 (2)LUGT2 (2)LGT2 (14)STUDS (2)IN PLATE 4040 66 IN TRUSS (2) MTW 24C (2) (14) IN OR (14)10d X 111T' 2370 g7 MTS24c THD 28-2 HHUS26.2, (18) ietl HEADER 2340 3126 g HTU26-2 (12)IN TRUSS HTT4 (26) IN or (26)16d STRAP HTT45 FITTS 5/8" XS" THREADED ROD Same 9 EPDXYED 1T' EMBEDMENT (21 RT 5 CUP UR (2) HIS 8d TOP PLATE (a) 760 0 8d TRUSS BLOCK - (2) 314" THREADED ROD HUGT3 HGT-3 EPDXIED WITH 12" EMBEDMENT 9860 1 GIRDER - (8) led SPT24 SP2 (6)10d STUD (6) led PLATE 1090 2 it structural plane and 4ped8cMlons contained within these Mugs comply with 2D20Florida Building Gods - Identlal 7th EdNo I. Engineers signature and seal is only for structural engineeringipmtlans or the drawing pages hearing 0 7rmI� m P EOONp m N -q4 O QRJr { i. j� V N q ®C�mIAj I 5�4g•i,^., t,.. Wj N M r� ?i W W S �LLLL 3LL ,n � iqW' rnn?m�ge C� '3�F' a•.:'" i N Q 00 N Z U J N 0 HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 L Q r U L LL" E (/ ZN m EL L(7 L4 C) L0 (D � o Q _J m _0 LL Ili � U �Q_ (0 RT O N T00LL a J Q CD L) 0 0 N a- LL FRAMING PLAN 4 , ♦. �(31 LL LL LL LL LL LL U_ LL LL LL LL U_ LL U_ U_LL LL LL LL U_ mac` d v r v v v v v 3 'pt ItQ- M LO r o3 0) 0) a) a) - am w a) 0) a)m n M r� 1' 2 1/ I 14 --- -- I 14F 34F J34F 1 I I I z o 54F II X J54F a) r4 III 74F I 66 66 II 1 15 LU 15 11F I� a 1 1 1 N H4413F II H4415F..... I� . ... .... .......... .. ........ ....... . H4417F I� j I 3 H4419F D3 P. n j H4419F 1' 2 1/2" Iq C17 1 27 27 II I 4:12 SLOPE 4:12 SLOPE H4417F H4415F I ��Q [ o I H4413F 1 0 .................... � H4411F 66 15 66 1 R4409F-2PL 1 4 I I I 1 74F [4 I I 54F I o I rn 14F I 1 J34F 4f I 1 [ J14F -- --- --- o Oj�` V V sY V V' 7 V V v V M 0)M (mIT d) M d) a) (7) W M W I-- LO ) -) -3 7 7 7 7 7 7 ' 0%A C g 91 011 r 10,011 0'0" 91 011 ' 40,0111 ROOF FRAMING NOTES SHINGLE, METAL OR TILE ROOFING SYSTEM (SEE ARCH.) OVER APPROVED UNDERLAYMENT, OVER SHEATHING PER ENGINEERED ROOF SPECIFICATIONS (SEE FRAMING PLAN) ON PRE-ENGINEERED WOOD TRUSSES AT 2-0" O.C. MAX OR CONVENTIONAL FRAME ROOF. (SEE PLAN FOR SIZE, SPACING, TYPICAL ROOF SLOPE, AND OTHER INFORMATION) ATTN: BUILDING DEPARTMENT PLEASE NOTE THAT TRUSS LABELS MAY VARY BUT, IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT PLEASE CONTACT THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES. TYPICAL TRUSS STRAPS U.N.O. ON ROOF FRAMING PLAN TRUSS TO WOOD FRAMING: (1) 6" 1 TRUSS SCREW w/(2) 10d TOENAILS (SEE NOTE 1803) TRUSS TO MASONRY: (1) TA18 54 JACK TRUSSES TO GIRDER TRUSS SHALL BE NAILED TOP/BOTTOM CHORD. FOR VALLEY SET TRUSSES, SEE ENGINEERING TRUSS PACKAGE FOR CORRECT CONNECTION [VC11 PROFIIF 7Y ID SPM 1RUSSIYPE RTCH I LOH I MH I LCMT I AGM I RFP.CTIONS 4 Jan6 1 F071 W0014 FG01 OAWO WWW WWW WMW WMM IM4 JULB 2 Jam1O 2 W411F 40W00 H4411F 4.6000 W10M OWOR WMM MM 135OLIm. IND3M. 1211 4210ba kkA2 JdhI 2 W413F "M W413F 4000 WIDW W14W 00" WMW 13603bs, 136D1bL 119&lk lIRI]L4 2 JOM10 2 H4415F 40WM PA415F 4.0W0 Omm W10W 0" am W4.IIM, 1508.7k 117&6M. 117861bx 2 J*lf 2 H4417F 40WM HN17F 4WW *1048 00-1041 OM WMM 1360306. 13602M. 1113116, -1I5&31La 2 JA411 2 H4419F 40WM H4419F 40W0 W10W SIM OM WWM 131103lbs. 13601M. 1131111m. d131.21bs M2 .ei910 2 HWNF 40MM HGR44NF 4.WW WHO ZING WMM WWW 4435k 34433111. 295211m. 12951M. ,r 8 JI4F 014W0 J19F /.WOO 001 WWM WW00 WMW m2 .7Es. Jams 10.5Ihc Jam4 11.711mx 149.71E8. 14.7k &31L4, /J W 12 Jdm3 Jdn4 G/LJ 8 JWF WWM J34F 4.OW0 B410W WWM WMM OOMW 14821t4 55.71m. 49611s. 170,91m. 4ZB& 45M, ohl2 B imp WWM JMF 9.OW0 0704 WWW WMM WWW 06A M 1&211n 994 M4 M, aszOmc B721ta 8721b. a96M. 2 Jdm4 Jams G� B J74F 0744 174F 4MW 010M Wg000 WOO{8 WMM M1161 8.6M. 197biM. 8M. -nots 461.91k. 1 4an4 JunS 24 J84F 0000W J94F 4.OW0 00,194 OM WMM 0080W MR& 49.0116. 751.31hs OWN, 41 185M. 2 Jd44 ,bMS 4 ,N9iWF 12-01{4 JGW 2= 014214 Oam 01" W" lUlm Milk 68fi.11M. 913. 483M. 43&7b6 AQ CONNECT EACH TRUSS TO WALL w/ USP RTSA w/(10) 10d x 1-1/2" NAILS 2x4 2x6 (IF NEEDED) FLOOR TRUSS DRAFTSTOPPING R302.12-CONTRACTOR SHALL DIVIDE CONCEALED FLOOR SPACE EQUALLY SO THAT SPACE DOES GD7� NOT EXCEED 1000 SQ. FT. USING 7/16" OSB PLYWOOD, LOCATED BETWEEN THIz CONCEALED FLOOR SPACES, DRAFTSTOPPING DETAIL R302.6 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY NOT LESS THAN 1/2-INCH (12.7MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGE BENEATH ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518-INCH (15.9MM) TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 112-INCH (12.7MM) GYPSUM BOARD OR EQUIVALENT. FLOOR FRAMING NOTES FLOOR SHEATHING FLOOR SHEATHING SHALL BE 3/4" T&G OSB GLUED AND STAPLED w/ 16GA x 1 3/4" STAPLES @ 2" O.C. EDGE & 4" O.C. FIELD OR NAILED bY/ 8d x 2 1/2" RING SHANK NAILS @ 6" O.C. EDGE & 12" O.C. FIELD. GLUE MUST BE INSTALLED BETWEEN ALL PANEL JOINTS AND BETWEEN ALL PANELS AND SUPPORTS.(GENERAL FLOOR FINISHES ARE ACCEPTABLE IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQUIRED CONTACT E.O.R. ALONG WITH TRUSS COMPANY TO VERIFY FLOOR TRUSS DESIGN. FLOOR SYSTEM PRE-ENGINEERED WOOD FLOOR TRUSS / JOIST SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS(SEE COVER SHEET) AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS AND TEMPORARY AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. NOTES: 1. FLOOR JOIST / TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. DRAFTSTOPPING R302.12 - CONTRACTOR SHALL DIVIDE CONCEALED FLOOR SPACE EQUALLY SO THAT SPACE DOES NOT EXCEED 1000 SQ. FT. USING 7/16" OSB PLYWOOD, LOCATED BETWEEN THE CONCEALED FLOOR SPACES. 4. SEE ROOF FRAMING NOTES FOR ADDITIONAL NOTES. 5. FLOOR SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. #JJ. LPTA, RIM BOARD CONNECTION DETAIL # 3/WS-S1 OR DEL RIM BOARD CONNECTION DETAIL # 5/WS-S1 TYPICAL ATTACHMENT TO BEARING WALL w/ (2) 1Od NAILS, TOE -NAILED SOLID WOOD FIRE BLOCKING (3/4" OSB) BILK EXCEPT @ A/C SPACES ED ROOFGN ALLOWABLE CO AND SHEATHING PER ASCE 7-16 ROOF DESWND RS H ENGINE CLADD CLADDING PRESSURES AND SUCTIONS FFORI MEAN ROOF HEIGHM5025 ftNTS WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION I4:121-112:121 AREA ROOF 1 2e I 2n I 2r 3 3e 3r a=4ft lea 40 it �r 71` j� 10 HIP -37.02 -51.06 -51.06 -51.06 tot ®-7-- GABLE -37.00 -37.00 1 -58.99 1 -58.99 -58.99 1 -76.03 --�-- ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): K ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I 1 1 Qr ZONE 3, 3e, 3r: ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE/METAL: 19/32 " STRUCT 1 ZIP ROOF SYSTEM OR 19/32" CDX EXP. 1(40/20) OR 19132" OSS EXP. 1(40/20) " i iQ i j TILE: 19/32 STRUCT 1 ZIP ROOF SYSTEM OR 19/32" CDX EXP, 1(40/20) OR 19/32" COBB EXP. 1(40/20) NOTE: I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO W (2 %" x 0.113") NAILS �L.. m 13r 3rL 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1�2', SHEATHING SHALL BE FASTENED WITH 10d Ae ASTM F1667 RSRS-03 (2Y2' x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=oft GABLE ROOF > 20 TO 45 DEG. RAFTER W1 BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 W2 SYP BLOCKING [4.12]-[12.12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. ROOF FRAMING PLAN SCALE: 1/4" = 1' 0" USP HARDWARE -160% 2019 59TH EDITION CATALOG MARK PRODUCT CODEIX 1 REF,p I FASTENERS UPLIFTS I ROO 115°r N 16d NAILS - 2 TOP CHORD NAILS / 2 BOTTOM CHORD NAILS 6" LONG TRUSS FMFF006 SDWC FASTEN MASTER FRAMEFAST 690 SCREW 1 moo- SIMPSON STRONG DRIVE 615 HUB 26 HUS26 (14)led HEADER (6) igtl TRUSS 1640 2761 1 MUS28 HUSZB (22)led HEADER 2410 d031 p (8) led TRUSS JUS 26 LUS26 (4) 10d HEADER 840 880 g (4) tOtl TRUSS MP6F LTP6 (6) 1(8) ad TYPE1 RIM BOARD 595 595 4 PLATE MPA1 A36 (6) Btl STUD TO PLATE 625 626 5 (6) Bd RAFTER TO PLATE SKH 26 LIR SUML26 (6) too HEADER 1135 $90 6 (6) iotl X 1 112" JACK SKHH 26 LIR ---- ' (18)16d HEADER 795 179! 7 (12) Ind X 11/2" JACK SUH 26 U26 (6116d HEADER 765 1g0( g (4) iOd X 1 117' JACK SUH 28 --- 11116d HEADER g75 133! 9 (6)10d X 1 V2" JACK 10 THD 26 HTU26 (18116d HEADER 12) 10d X 1 1/2" TRUSS 2265 300( THD 28 HTU28 (28) led HEADER 2315 4201 11 (16) 10d X 11/7' TRUSS THD 28.2 HTU28-2 (28) 16d HEADER 2596 4861 12 (16) 10d X 1 1/2" TRUSS THDH 28-3 HGUS28-3 (36) led HEADER ggg5 817! 13 (12) iotl X 1 1/2" TRUSS THD M HMUS48 (28) igtl HEADER 2596 486( 14 (16) led X 1 112" TRUSS HJC26 THJU26 (S) 10d HIP (16)16d HEADER 2345 305! 15 (7) 10d JACK (2) MM 12 (2) MTS12 (14) too OR too 1 112" 2370 16 6/8" ANCHOR BOLT 1Z" (2) MUGT 15 (2) MOT EMBEDDED 8990 17 (28) 110E 1 112" GIRDER EACH 12) RT 16-2 (2) 1410.2 (8) gtl TOP PLATE 2120 18 fat 8d 1 112" TRUSS (2) MSTA 24 M$TA24 12) (18)10d 1(10)10tl 3280 19 RTSA HB (6) iotl X 1 112" TRUSS 760 20 (5) 10d X 1 ill" PLATE C 44 BC4 (6) iotl POST 841 21 (6) iotl X 1 112" BEAM FA3 MA$ (4) iotl X 1 1/2" TOP 1410 22 (2) 10d 1 112" SIDE HC520 CLIP GBC (11)a 515 23 STUDTE HHCP2 CORNER CLIP HCP2 (10)10d X 11/2" TRUSS 680 24 (10) iotl X 1112" PLATE HTA 20 HETA20 (9) 10d X 1 112" 1870 25 (2) HTA 20 HE(2) (18) iotl X 11/2" 2430 HTW N HTS24 120)10d 1355 zT LTHJA2$, (16) t6d HEADER (6) IOD HIP HJC26-SK60 THJA26, (7)10d JACK 2345 3061 28 THJU26 THD 210-2 HHUS210. 2, (38)16tl HEADER 3905 660C 29 HTU210.2 (20) lOd X 1 ill' TRUSS KST 237 MST37 148) too 5140 30 LPTA LTA2 (10)10d X I IIZ' 1470 31 FACE OF GABLE WI2X4 LSTA 36 LSTA36 (22) igd X 11IT' 16" az LTW 12 LTS12 (12)Ind 775 33 LTS20B LTT20B 3/4" ANCHOR WEDGE BOLT 3114" 1100 34 EMBED (10)10d X 1112" STRAP LBP 12-M LBPI/= 112" J-BOLT N/A 35 LFTA 8 HB (8) Btl PLATE 980 36 (8) ad STUD MSTA12 MSTA12 (10) Ion 935 37 MSTA18 MSTA18 (14)10d 1310 38 MSTA 24 MSTA24 (18) too 1640 39 MSTA 30 MSTA30 122) iotl 2065 40 MTW 12 MTS12 (14)too 1185 41 Mm 18 MTS18 (14) IN 1185 42 FRAME- (2) 618" BOLTS, (8)10d HUGT2 HGT-2 BLOCK. (2) 314" BOLTS, 9575 12"EMBEDDMENT EXPDXY (8) 43 igtl (28) 10d (1) 6/0" ANC BOLT 12" EMBEDDED 'WHEN MUGT 15 MGT NEEDED ADD PHD2(10) WS3 4495 SCREWS & (1) $18" THREADED 44 ROD NP373118"XP' TP37 6) led HEADER NA 46 (6) iotl X 1 1/2" TOP OF BOT. SEC. PA ZB PA28 (15) led 37M 48 JL26IF-TZ --' ()tHEADER 730 12i5 47 (4) too Xltl2"TRUSS RT 16A H10A, (8)ad TOP PLATE 1020 48 H14 (9)10d X 1 112" TRUSS RT 16.2 H10-2 (8)ad TOP PLATE 1080 49 (8) 10d X 1 1/2" TRUSS RT 5 CLIP UR HIS (4) gtl TOP PLATE 380 60 (4) Btl TRUSS RT 3A CLIP UR H3, (4) Bd TOP %5 61 SIH3 (4) ad BOTTOM TA 12 META12 (6) igd X 1 117' 990 sz TA 14 META12 (7) igd X 1 117' 1206 53 TA 18 META18 (8) igd X 1 112" 1205 (4) igtl X 1 112" 780 (2) TA 18 (2) (8) iotl X 1 112" i-PLY 2410 SS META18 (8) 10d X 1 112" 2-PLY TA 24 META24 (8)10d X 1 112" 1205 56 2 TA 24 O (2) (8) Ion! X 1 1/2" 1-PLY 2410 67 META24 (8)10d X 11/2" 2-PLY PH02A HDU2-SDS 5/8"X8"BOLT 5 618" EMBEDDED 3215 58 2.5 EPDXY (6) WS3 WOOD SCREWS THDH61d HGUS5.50/ (88) 16tl HEADER, (22) 16d TRUSS 5905 11326 59 14 HUS7.8111 (30)16d HEADER (10) led TRUSS 4110 6060 60 HUS179 0 (22) igtl X 1112" HEADER 61 THF17157 IUS1.81116 (6) too X 1112"JOIST 1275 3365 (2) HTW 24 (2)HTS24 X 1112" OR (24) 2730 62 10d THDH 414 HGUS414 (16) 16d POST 6306 11326 63 (66)led TRUSS 14GA 10KT HGAIOKT (4) WS15 RAFTERITRUSS 790 64 (4) WS3 PLATE LUGT2 LGT2 (14) iotl STUDS (2)10d PLATE 2020 65 (16)too TRUSS (2) LUGT 2 (2) LGT2 (14)10d STUDS (2) igd PLATE 4040 66 (16) Ion TRUSS (2) MM 24C (14)10d OR (14) igtl X 1 112" 2370 67 MT( 24C THD 26.2 HHUS26-2, (18)led HEADER 2340 3125 68 HTU26-2 (12)10d TRUSS HTT4, (26) iotl or (26)16d STRAP HTT45 HTT6 618" Xe" THREADED ROD 6005 69 EPDXYED iT'EMBEDMENT (2) RT 5 CLIP VR (2) He (4) Btl TOP PLATE 760 70 ( )gtl TRUSS BLOCK-(2) 314" THREADED ROD HUGTJ HGT-3 EPDXIED WITH 12" EMBEDMENT 9860 71 GIRDER - (8)10d SPT24 SP2 (6) 10tl STUD 1090 7'1 (8) tOd PLATE the structural plans and pecl&callons contained within these drawings complywlth th12020 Florida Building Cade - Residential 7M Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing 51 HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 i iE Q W LO U 1D LO cm a) L 0 m Q J -d LL ^(% LL co U N o LD a O '50-) LL m( O C z N N N 0000 1 D d J a Q 6.1 M CD Q N a U_ FRAMING PLAN H CD W J U AC� STD. KITCHEN MASTER BATH 17-7L� lL' �� II��� 1471p— O 00 U .:.-.... ... ..� . .. .... W3336 BUTT W3018 BUTT W3336 BUTT PANTRY '} B33 BUTT B33 BUTT B33 3�'£_114 I STND KITCHEN of 36" UPPERS ROOF .................. FRAMING ,- TRUSS N _ TfFINISH'CEILING, SEE FLOOR Ow .......... ... N PLAN T N...................... ....................... N.. ... ..... . ..... .. .. . f.. ........... .... VARIES OPT. 4-5/8' CROW - MOULDING SEE PLAN A(!)1,. KITCHEN ISLAND 2" 31 OC MIRROR O H M �/ C)= 00 U REF Q s POP-UP ROOF TRUSS TRAY CEILING L SCALE: N.T.S. 'L 0 ]e N. C J Q POWDER BATH LAUNDRY RM. POWDER BATH T/ FINISH CEILING, SEE FLOOR PLAN 2x8 FRAMING = ........................... ........................... @ 24"O.C. ..................................... ......... 2,-1)" OPT, 4-5/8" CROW MOULDING MOM .::. q aaal SEEM —p■a■ s�aa;-le� HE OmHI ■ 01 mom EXC=�_TI 40� OPT. BATH 3 Vrl_... _-____._._.—....._..____. W2736 BUTT W3336 BUTT W2736 BUTT DROP DOWN TRAY CEILING SCALE: N.T.S. WASHER II DRYER OPT LAUNDRY 36" UPPERS r,t T S.YV ✓BIJIT ASTF R BATI-I VSBI 34-H.8UTT OPT. BATH 3 @? OFT FIRST FLR. BD (DOUBLE SINKS) FINISHED COUNTERTOP BASE CABINET / FINISHED BACK) (NO HALF -WALL) FINISHED COUNTER TOP BASE CABINET 2x FRAMING /� 1/2" GYPSUMy 2x P.T. SOLE PLATI OGEES 11" ITN 0 O 6068 SGD TEMP. �0 2068 BF PAN Yg F0 IN ... 5 I ANING a'- " I z N 2 �m w a077 1/8" CLG. HT. JI I IN131 O 7.0 Z U INII N I II � MIW rn 1 1 7.0 0 C HS II KITC EN 3.6' 8'-1 1 /8" GLG. HT. 11'-3 " 6'-52 —42" HALF WALL w/ 1x WOOD CAP. m O IY RAISED BAR TOP - FINISHED COUNTER TOP BASE CABINET 2x4 WD. STUD @ 24" O.C. SEE PLAN IF READ. 1/2" GYPSUMJ 2x P.T. SOLE Pt FLOW-THRU BAR SECTION FLOW-THRU BAR SECTION w/ FINISHED BACK w/ HALF WALL RAISED B SCALE: 3/4" = V- 0" SCALE: 3/4" = 1'- 0" STANDARD KITCHEN PLAN SCALE: 1/4" = 1'- 0" N the structural plans and specticallons contained within them drawings comply with the 2020 Florida Building Code - Residentsl 7th EAalon. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 1x WOOD CAP a L IN OGEE STOP is OGEE STO Q r 1/2" DRYWALL 11° 2x FRAMING z g W LL U � LO to a)IlT rlv M l� M = (� Ln� W o m Q J LL M 2x P.T. SOLE C) a aLO PLATE N C) L CD E BASE BOARD 0 w m ^o nN REFER TO z N ct°v a`ro ti d ILL SPEC 0 a J a 0 Reference No. 21-9263 L REFER TO PLAN Sheet: 7.0 AR SECTION TYPICAL HALF -WALL INTERIOR ELEV SCALE: 3/4" = 1'_ 0" SCALE: 1" = 1'- 0" COND. A/C DISC. I N Q H GREAh ROOM 60 8" PROVIDE BRACING \ FOR FAN I \I / ---------� o / T-0" v n W pq� I I dd I I II ' II # I O \ I Oo I I I 1 FLEX PROVIDE& / to BRACING F ER FOR FAN 3 \ r � I ' WP ' GFI EN I RY`l'� --------V- ELECTRICAL LEGEND FURRED -OUT WALL POWER SYMBOLS 1' 6" ELEC. PANEL 110-115 RECEPTACLE WP WEATHER PROOF SINGLE POLE RECEPTACLE VP VAPOR PROOF IQ= SWITCHED RECEPTACLE GFI GROUND FAULT INTERRUPT QUAD RECEPTACLE A ARC FAULT INTERRUPT T-0" C CEILING / SOFFIT RECEPTACLE 48 MOUNTING HEIGHT ® FLOOR RECEPTACLE GDO GARAGE DOOR OPENER V' @r 220 RECEPTACLE PS PULLSTRING FIN. FUR. 0 SO SMOKE DETECTOR 4 MOTOR 0 CARBON MONOXIDE DETECTOR © BATH FAN CM/SD COMBINATION SMOKE AND CARBON MONOXIDE DETECTOR ® BATH FAN AND LIGHT COMBINATION ISO ISOLATED CIRCUIT SINGLE POLE SWITCH PANEL WALL DETAIL 1413 WIRE SWITCH 3 THREE WAY SWITCH OA 8.0 SCALE: 1 /4" = 1'- 01. G J OPTIONAL CEILING FAN PREWIRE® OPTIONAL LIGHT PRE -WIRE Ej SPECIAL PURPOSE DISCONNECT 2_5° STD. C.L. � WP GFI STANDARD CEILING FAN PREWIRE ELECTRIC PANEL y 1 09 , STANDARD LIGHT PRE -WIRE METER BASE LIGHTING SYMBOLS - ¢ CEILING MNT LIGHT FIXTURE 2' FLOUR. SINGLE BULB _ 'v__r1; I GFI / l I / I.......... DINING I I O / / p / I r F— ROVIDE I I I BRACING I I.. FOR FAN ih d, 3'_0'' 3'- 1" G I/ yr \ m U B Z RUC O g I �, / iO 1 WALL MNT LIGHT FIXTURE 4' FLOUR. SINGLE BULB Q WALL WASH FIXTURE 4' FLOUR. DOUBLE BULB LED LIGHT 4' FLOUR. WRAP ® BATH FAN AND LIGHT COMBINATION ---0----- ROPE LIGHTING DOUBLE FLOOD LIGHT {]- SCONCE LIGHT Lt KI HEN FI EMERGENCY LIGHT ® EXIT LIGHT SIGN GFI LOW VOLTAGE SYMBOLS I / I,_1 SPEAKER r0. PUSH BUTTON / DOOR BELL o rr) I O ® TV OUTLET a DATA OUTLET TELEPHONE Q THERMOSTAT 1F,11 II 111 121 1111 ITWI C'& IUD Ft I B VEI I STP ' I 1L14"TI per ®H DOORCHIME ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE 150 = #1 Copper or 210 Aluminum SAME AS UNDERGROUND 150 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. OR 200 AMP SERVICE A/C DISCONNECT • GFI @ 42" GFI @ 42" 2-C GARAGE/ \ GAR.DR.OPENER � r� H.B. MAIN DISC. COPPER TO APPLIANCES AND GFI 150OR 200AMP1 COPPER TO LIGHTS ANDCOPPER TO WATER HEA Q RTLETS JUYNDGNDSERV. T COPPER TO RANGE POWER CO. / COPPER TO HVAC u GAR. DR P.W. GFCI I � I r I I I I I I STD. C PREWIRE GFI IRRIG.: OUTLET 1� r• NEL I 1 0 I io 57 I I I STD. C.L. PREWIRE FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'- 0" N.T.S. _'_�p4 GROUNDING WIRE WITH CODE APPROVED CLAMP PER NFPA 70 (CURRENT EDITION) NOTE: INTERSYSTEM BONDING TERMINATION PER NFPA 70 (CURRENT EDITION) ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 (CURRENT EDITION), LOCAL CODES AND LOCAL POWER/UTILITY COMPANY NOteS: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) Kitchen 44" AFF GFFS At Front Entry 24 AFF Laundry Room 36" AFF Door Bell Push But on, 44 AFF ,.. Exterior Waterproof 12" AFF Thermostat 60' AFF . Gars 0General Purpose 42"AFF Mi Chandelier Bosom. .fib AFF 9 p0 MicorwaVe Outlet R $0' AFF Range 2" AFF Vented Hood' 80' AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. . - ,- 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provl eBurBpteopn of the branch circuits in all dwelling units per NFPA 70 (CURRENT EDITION). 7. Provide Tamper Resistant Receptacles as required by the NFPA 70 (CURRENT EDITION) 8. R315.1 Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and Vapor detector sensor, according to the Installation. 9. R315.1.2 Combination Atarlms: combination smokedcarbon monoxide alarms shall be permitted if each meets the applicable UL standard. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke, detectors shall be hardwired into an A/C electrical power source and shall he equipped with a monitored battery backup. 12. Bathroom oxhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be include,t in the spacing of the outletsunless the distance from the sink or range is greater than 12" ta,r straight counter tops and 18" for sinks and ranges installed in corner counters. 0 N the structural plane and apech lorm =Itol ad wiNin tnese drawings comply with the 2g20 Florid. Building Code - Residential 7th Edition. Engineers slgnelure and seal is only for the sbuctural enalneadm DDlhnne of the Brewing popes bearing HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 L E Q r 0) W T to UIna)M L o Q J LL a m a U to O 'C N p L o a to 6 V- z N N 00 U c n ELECTRICAL N O CV N 04 r SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'- 0" ELECTRICAL LEGEND POWER SYMBOLS 110-115 RECEPTACLE WP WEATHER PROOF SINGLE POLE RECEPTACLE VP VAPOR PROOF SWITCHED RECEPTACLE GFI GROUND FAULT INTERRUPT QUAD RECEPTACLE A ARC FAULT INTERRUPT CEILING / SOFFIT RECEPTACLE 48 MOUNTING HEIGHT ® FLOOR RECEPTACLE GDO GARAGE DOOR OPENER 220 RECEPTACLE PS PULL STRING 0 SO SMOKE DETECTOR 4 MOTOR CM CARBON MONOXIDE DETECTOR O BATH FAN COMBINATION SMOKE AND ® BATH FAN AND LIGHT COMBINATION CM/SD CARBON MONOXIDE DETECTOR ISO ISOLATED CIRCUIT SINGLE POLE SWITCH # 14/3 WIRE SWITCH3 THREE WAY SWITCH OPTIONAL CEILING FAN PREWIRE ® SPECIAL PURPOSE G J OPTIONAL LIGHT PRE -WIRE C� DISCONNECT STANDARD CEILING FAN PREWIRE ELECTRIC PANEL —N—� STANDARD. LIGHT PRE-WIRE1-01 METER BASE LIGHTING SYMBOLS CEILING MNT LIGHT FIXTURE 2' FLOUR. SINGLE BULB F WALL MINT LIGHT FIXTURE 4' FLOUR. SINGLE BULB ==0=====( WALL WASH FIXTURE 4' FLOUR. DOUBLE BULB LED LIGHT 4' FLOUR. WRAP ® BATH FAN AND LIGHT COMBINATION --4----- ROPE LIGHTING DOUBLE FLOOD LIGHT SCONCE LIGHT EMERGENCY LIGHT ® EXIT LIGHT SIGN LOW VOLTAGE SYMBOLS SPEAKER r0 PUSH BUTTON / DOOR BELL ® TV OUTLET a DATA OUTLET 10, TELEPHONE ® THERMOSTAT ®H DOOR CHIME ELECTRICAL RISER DIAGRAM OPTIONAL OVERHEAD SERVICE 150 = p1 Copper or 2/ 0 Aluminum SAME AS UNDERGROUND 150 200 = 2 /0 Copper or 4 /0 Aluminum in 2" Conduit. OR 200 AMP SERVICE A/C DISCONNECT COPPER TO APPLIANCES AND GFI R MP COPPER TO LIGHTS AND OUTLETS COPPER TO WATER HEATER TN.T.S.#4 SERV. COPPER TO RANGE R CO. COPPER TO HVAC TYPICALELECTRICAL PANEL GROUNDING WIRE WITH CODE APPROVED CLAMP PER NFPA 70 (CURRENT EDITION) NOTE: INTERSYSTEM BONDING TERMINATION PER NFPA 70 (CURRENT EDITION) ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 (CURRENT EDITION), LOCAL CODES AND LOCAL POWER/UTILITY COMPANY Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) Kitchen 44" AFF GFI'S At Front Entry 24" AFF Laundry Room 36" AFF Door Bell Push Button 44" AFF Exterior Waterproof 12" AFF Thermostat - 60"AFF To Chandelier,Bottom 66" AFF Garage General Purpose 42" AFF Micotwave &116t ` ` 80:" AFF . Range 2" AFF Vented Hood: , - 80"AFF Z All trim plates & devices to be; ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. , 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314 and listed in accordance with UL 217. 6. Provide AFCI's (AraFault Circuit Interrupters) combination tpe installed to provide protection of the branch circuits in all dwelling units per NFPA 70 (CURRENT EDITION). 7. Provide Tamper Resistant Receptacles as required by the NFPA 70 (CURRENT EDITIOIC 8. R315.1 Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installedif all dwelling units in accordance with NFPA, 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be permitted if each meets the applicable UL standard. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14 14. Add GFCI protection to receptacles In laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" foi straight counter ^tops and 18" for sinks and ranges installed in comer counters. N N N N plans and spec) icatlons contained within these pry with the 2020 Fbnde Building Code - h Edition. Engineers signature and seal Is only for the structural 0 el E � i 8 o a O p1 J J r xx- � �nrnaJ d W W a N a'6 5f Y.st` Z L N V O O3C 'a J J W o��rOd�¢ W rn 1 Z a N O O Q U J y OU❑❑❑ `HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 Q i N W N to m O) OItt U co >✓ o Q LL In O n (0 U CD N a).°' O O (0O r- d N LL M(O O on O LL LI" Z N N 2 00 U- a ELECTRICAL N 0 N N N N Q s LL `l F TERMITE SPLCIFICATIONS GENERAL STRUCTURAL NOTES STRUCTURAL DESIGN CRITERIA SECTION R318 PROTECTION AGAINST TERMITES CAST IN PLACE REINFORCED CONCRETE CODE CRITERIA GIVEN THAT STRUCTURE IS LOCATED IN A VERY HEAVY TERMITE INFESTATION AREA, TERMITE GYPSUM BOARD FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI 1. GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE, FIELD FASTENING SHOULD BE TYPE"W" 1 1/4" DRYWALL SCREWS @ 12" O.C. FOR CEILING AND 1 118" DRYWALL / ' PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW o (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5 k SCREWS @ 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE 2. HOOKS SHALL PROVIDED DISCONTINUOUS CONTINUOUSEEN S OFALLTOP BARS OF BEAMS. AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING FOR WALLS SHALL BE 16" O.C. SCREW SPACING FOR CEILINGS SHALL BE 12" O.C. ALONG FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A ALONG SUPPORTS. MAXIMUM SUPPORTS. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/8". THIS SHALL APPLY NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE 25" LAP PROVIDED EA. WAY. LL SHIMS SHALL BE USED ONLY WHERE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH 1 1/2" TO FORM U.N.O. TO BOTH CEILING AND WALL INSTALLATION. DRYWA OPENINGS CUT FOR OUTLETS, SWITCHES, ETC. SHALL BE OF A TOLERANCE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A106A/ A1064M. WWF SHALL BE LAPPED AT NECESSARY. 4 LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". POLYPROPYLENE FIBERS THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT 0 SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) =t FOR SLABS ON GRADE TO BE MIN 1.5 LBS OF FIBER PER CUBIC YARD. ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER • BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURAL - (ACI 530-13) NOTES: 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS BACKING. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615, ASTM A706, OR ASTM A996 GRADE 40 BORATEORBOR METHODS MUST BE DETERMINEDATPERMITSTAGEAND U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, PRE ENGINEERED WOOD TRUSSES • WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION t PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. APPROVAL DATA STEEL WIRE OR PLASTIC SUPPORTS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN APA PLYWOOD DESIGN SPECIFICATION E30-16 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT E DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED BE FIELD TREATED TO PREVENT INSECT INFESTATION. PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR • AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-16 / 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. R IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05/ 2.0. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL • ALUMINUM DESIGN MANUAL - AAF-20 F. 7. HIGH STRENGTH USP CIA -GEL, 7000-C ANCHORING, EPDXY ADHESIVE BINDER WAS USED IN PLAN. THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS Code references are summaries of code sections. See FBCR (Current Version) for 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. complete information. OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM R TION OF 25°/ TO WITHSTAND THE LIVE F303.4 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 4. ALLOWABLE STRESS INCREASE FOR LOAD DU A o) LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS ANUFACTURER UNLESSON THE PLANS. MASONRY 5. TRUSS ELEVATIONS AND SEOCTIONS ARE OR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER NOTICE TO BUILDER AND ALL SUBCONTRACTORS 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N,TYPE2, IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. CONFORMING TO ASTM C90-14, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI ( 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES It is the intent of the Engineer listed in the titleblock of these documents that these documents be accurate, fm = 2000 PSI ) "S", 7. PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder 2. 3. MORTAR SHALL BE TYPE CONFORMING TO ASTM C270-14a. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL and all subcontractors are required to review all the information contained in these documents, prior to the 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, commencement of any work. The Engineer are not responsible for any plan errors, omissions, or misinterpretations undetected and not reported to the Engineer prior to construction. All construction MUST be in accordance to the CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH information found in these documents. Any questions regarding the information found in these plans should be 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL directed to our Quality Assurance Manager at 321-972-0491 immediately. No backcharges will be considered for 5. THE CELLS FILLED WITH COARSE GROUT. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. reimbursement by the the Engineer without advanced notification and approval by the Engineer. Payments will be BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10FT WHICH EVER IS LESS. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING made in accordance to the terms of the agreement. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL CLEARANCE TO INSIDE FACE. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. R DCIAICnDnIAI(] 4ZTGG1 CI-IAI I RG 1 ADDFn DFD nPTAII nnenGn n I Wit FCC r)Tl-IFD\A/ICF Nr1TFn ON THE 7. GROUT STO SINGS. SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH FIELD REPAIR NOTES STRIP OR CAVITY CAPS MAYBE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING ANCHORS w/ 7" EMBEDMENT. USP CIA -GEL 7000 EPDXY ADHESIVE BINDER FOLLOWING ALL CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. MANUFACTURER'S RECOMMENDATIONS OR USP 1/2" SD WEDGE -BOLT WITH MINIMUM 6" 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL EMBEDMENT, SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. \NAl I nOCAIIAV.0 9 Fr1R MICCFn XIPPT nnWFI S nRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 16 20 20 20 TOP CHORD DL 7 10 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL(PSF) 33 40 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ArLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) 10. DO NOT APPLY UNIFORM LUADS I U MASONRY WALLS FOR (3) DAYS AND NO CONCEN [RA I EU UMI I I EU HEt6AH ANU INS I ALL H ac LUINV $J 0/ rl IIV I V I F1c Grvn I 1 ILLLV I IVLL. VU" ! I YYV LOADS FOR (7) DAYS. PER CODE ACI 318-11. PART EMBEDMENT EPDXY (USP HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED 11. CONSOLIDATE GROUT POURS EXCEEDING 12" IN HEIGHT BY MECHANICAL VIBRATION, AND PER THE MANUFACTURER'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR HAS OCCURRED. CONSOLIDATION OR RECONSOLIDATION IS NOT REQUIRED FOR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SELF -CONSOLIDATING GROUT. GROUT SHALL FINISH FLUSH WITH TOP OF WALL. SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH WOOD CONSTRUCTION SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) USP 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL HTWM16 TWIST STRAP W/ (4)'/s"x 1 %" WEDGE -BOLTS OR TAPCONS TO MASONRY AND (8)-10d x 1 Yz' NAILS TO TRUSS FOR UPLIFTS LESS THAN 1225 LBS (USE (2) HTWM16 FOR UPLIFTS WOOD FRAMING MEMBERS, (I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS LESS THAN 2450#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) USP SPECIFIED IN PLAN OR IN DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE HGAM10KT W/ (4)'/a " x 1 %" WS15 WOOD SCREWS AND (4) Ya " x 1 '/ " WEDGE -BOLTS ONE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. EACH SIDE OF TRUSS. r.'s7 rT To the best of the Engi ra knowledge, irdortnatlon and belief, the sbucturel glens and acmratbna contained wnnln dleae drexMgs canpywidl the 2020 Florida Building Code - Residendal 7th Edmon: E gineel's signature and seal is only for Mn aM1un,uml arwinmdn. dlorta tithe drawino oases beednc ®� b' N In 40 19 SPECIAL FLOOR LOADING GAME ROOMREADING S 60(PSF) COMMENTS: BALCONIES/ DECKS 40(PSF) d. A SINGLE CONCENTRATED LOAD BALCONIES OVER 100 SQ:FT 100(PSF) APPLIED IN ANY DIRECTION AT LIGHT STORAGE 125(PSF) ANY POINT ALONG THE TOP. GUARDRAILS AND HANDRAILS 200(LBS)(d) f. BALUSTERS AND PANELS FILLERS GUARDRAIL IN -FILL COMPONENTS 50 (LBS)(f) SHALL BE DESIGNED TO STAIRS / NON SLEEPING ROOMS 40 (PSF WITHSTAND A HORIZONTALLY SLEEPING ROOMS 30 (PSF APPLIED NORMAL LOAD OF 50 LIBRARIES - STACK ROOMS 150(PSF) POUNDS ON AN AREA EQUAL TO 1 HABITABLE ATTICS SERVED SQ. FT. w/ FIXED STAIRS 30(PSF) PASSENGER VEHICLE GARAGES I 50(PSF) W O K O LY N ^ (p m J d r� 5P4N'f"+ x t11'N M Z U J N i C51 I W W € 0 lWl N O �I 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE NO MORE THAN 10 STRAPS MAYBE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED CONTACT THE FOR o CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE THE CONTRACTOR AND ARE BE DESIGNED AND DETAILED BY OTHERS. FOR SUBSTITUTION. DEFLECTION CRITERIA n RESPONSIBILITY 5IF MISSED, MSTAM36 OR MSTCM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD 1QJ . S THAT HAVE HOLES IN THE CENTER OF CONNECTION, CONTRACTOR MAY INSTALL USP HTT5 W/ (28) 16d x 2'/a "NAILS AND 5/8" 3. ANY WOOD FRAMEE INTERIOR BEARING WALL STUDS THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. ROOF TRUSSES* ROOF RAFTERS LL/240 LL/180 TL/180 TL/120 COMMENTS: } LL a ANCHOR BOLT SET IN USP HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE ROOF RAFTERS CLG FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. (W/O FLOOR TRUSSES/ BEAMS �* LL/360 LL/360 TU240 TL/240 U U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO 6. MISSED ROOF TIE DOWNS MAY BE SUBSTITUTED WITH (1) USP RT16A W/ (8) 8d x 1 %d' NAILS AND (4) 3/16" DIA. X 1 '/a" TAPCONS FOR UPLIFTS LESS THAN 1380#. FLOOR I -JOIST*** LL/480 TU240 ® (/) V) wa *TL MAX 1 1/4" UP TO 40FT SPAN STEEL: IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD **TL TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR MAX 3/" *** TL MAX 1/22 EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS J 3 STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, OR MASONRY SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL)BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP (1.7E Fb= 2400 PSI) MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE WALL SHEATHING: 7/16" STRUCTURAL I OSB (EXPOSURE 1)-OR-15/32" OSB PLYWOOD (C-C/C-D) (EXPOSUREI) MINIMUM OF 1/8" SPACE IS RECOMMENDED BETWEEN PANELS, AT EDGES, AND END JOINTS TO ALLOW FOR EXPANSION PER R604.3. SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. 10. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 1-3/4" LONG, 11 GAUGE NAILS HAVING A 7/16" HEAD, OR 1 1/2" LONG, 16 GAUGE STAPLES SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED STRUCTURALSTEEL 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, Fy=50 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE ASTM A325N U.N.O 2. STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE WIND LOADING CRITERIA 160B WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT OR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 60 ft GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. NOTE: FOR DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 0 s d Go . N Ol o® IIO HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 N L m gg Q W U to c LO M L 8 Q J m ^^Q% LL Co U LOO +`IIIP CV °' L o FABRICATION FOR REVIEW AND APPROVAL y O n N LL E(D oCL UPLIFT CONNECTORS E Zc� N d E 9 U n- 1 3 1. UPLIFT CONNECTORS SUCH AS HURFICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS Reference No. 21-9263 ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL Sheet: FORCES, INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS. SEE STRUCTURAL PLANS FOR MORE INFO. STRUCT NOTES SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS 2X4 SPF BLOCKING @ 48" O.C. MAX.w/ (3) 12d END NAILS EACH END --� 2X4 BRACE@ ON CENTER- p (4) 12d NAILS EA. END �-USP HGAM10 @ 4'-0" 1/2" GAP MAX. OR USP TA18 @ 4'-0" O.C. EXTERIOR INTERIOR 8" C.M.U, SEE PLAN FOR REINF. NON-BRG. EXT. CMU WALL SCALE: N.T.S (2) 2x4 LAMINATIONS w/ (1) ROW OF STAGGERED 10d COMMON WIRE NAILS. (D = 0.148", L = 3") OR EQUAL (3) 2x4 LAMINATIONS w/ (2) ROW OF STAGGERED 16d COMMON WIRE NAILS. (ONE INTO EACH OUTSIDE FACE) (D = 0.162", L = 3 112") OR EQUAL (3) 2x6 LAMINATIONS w/ (2) ROW OF STAGGERED 16d COMMON WIRE NAILS. (ONE INTO EACH OUTSIDE FACE) (D = 0.162", L = 3 1/2") OR EQUAL NOTES: 1 - ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDE OF COLUMN. 2 - ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION. 3 - FOR 4-PLY, PROVIDE 1/4" DIA. X 5 1/2" LAG SCREWS OR EQUAL. (SPACE AS SHOWN FOR 3-PLY) 4 - REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION STD. NAILING FOR L BUILT-UP COLUMNr' SCALE: N.T.S. CONTRACTOR NOTE: FOR INSTALLATION SIZES OF SLIDING DOOR UP TO 8'-0" X 6-8" TO T-0" X 8'-0" MAX. (AS PER TEST #96-0608.20) 8" CONC. LINTEL BLOCK W/ (1) #5 REBAR, CONT. HIGH STRENGTH PRECAST LINTEL, SEE FLOOR PLAN FOR LOCATION OF FILLED LINTELS, 2x8 P.T. DOOR BUCK P z z ro H a N D1 LLz z¢ OF 0- aa F- RECESS IN SLAB @ DOOR SEE DOOR SCHEDULE SLIDING GLASS DOOR ELEVATION SCALE: N.T.S. *ALLOWABLE CONTINUOUS FILLER, UP TO 1X NAILED TO 2x8 @ 6" O.C. STAGGERED 8" CONIC. BLOCK I VERT. REINFORCEMENT, SEE FOUNDATION PLAN FOR LOCATION 1 I d° 1/2" DRYWALL (DOTTED) 1X P.T. FURRING 2x8 P.T. #2 SYP DOOR BUCK, ALIGN WITH INSIDE FACE OF BLOCK, ATTACH w/ (4) 3/16" X 3" TAPCONS, TOP AND SIDES, SEE ELEVATION FOR LOCATION. Ci inmirz (',I ACC RI iry n1=TA11 SCALE: N.T.S. 8" CONC. BLOCK VERT. REINFORCEMENT, SEE FOUNDATION PLAN FOR LOCATION: 3000 PSI CONC. @ 28 DAYS �I-2x6 P.T. #2 SYP ATTACHED W/ 1/2" X 8" ASTM A307 J-BOLTS W/ 2" SQ WASHER 6" FROM SLAB & 24" O.C. MAX ABOVE, SEE ELEVATION FOR LOCATION. GARAGE DOOR BUCK DETAIL SCALE: N.T.S. 2X4 P.T. SYP ATTACHED w/ POWER ACTUATED 0.14" X 3" LG. SHOTS @ 12" O.C. OR (10) 3/16" X 3" TAPCONS. 8" CONC. LINTEL BLOCK (1) #5 REBAR, CONT. B HIGH STRENGTH PRECAST RECESSED Dl 8" CONC. LINTEL LINTEL, SEE FLOOR BLOCK w/(1).#5 PLAN FOR LOCATION REBAR, CONT. OF FILLED LINTELS. HIGH STRENGTH PRECAST LINTEL, SEE FLOOR PLAN PE;_ ?E FOR LOCATION OF FILLED LINTELS. - P.T. DOOR BI JCK z. a. II (I 1x4 P.T. WINDOW LL I I 1 I BUCK C9 w I E tO U) I I I D1 I I 1 VERT. I I MULLION I I II AS REQ'D. II SEE WINDOW SCHEDULE I C II I I D1 II SEE DOOR I I SCHEDULE IIIt PRECAST SILL STANDARD DOOR ELEVATION rA WINDOW - STANDARD-BLK SCALE: N.T.S. SCALE: N.T.S. 8" CONC. BLOCK VERT. REINFORCEMENT, SEE FOUNDATION PLAN FOR LOCATION 1/2" DRYWALL (DOTTED) 1X P.T. FURRING DOOR FRAME AND TRIM (DOTTED) 2x4 P.T. #2 DOOR BUCK, ALIGN WITH INSIDE FACE OF BLOCK, ATTACH w/ 3/16" X 3" TAPCONS @ 16" O.C. AND 6" FROM EA. END SEE DOOR MAUFACT. DETAILS FOR INSTALLATION 1 2X DOOR BUCK DETAIL SCALE: N.T.S. 7 5/8" BLOCK WALL WALL THICKNESS ASSEMBLY 51/2" METAL THRESHOLD PAN FLASHING SILICONE CAULK 1/8" GAP @ RECESS BACK OF THRESHOLDTO 4 1/4" X 3/4" RECESS PAN FULL WIDTH OF DOOR ASSEMBLY I CONC. SLAB d a n d PROTECTED WRAP SILL SEALER TAPE UNDER PAN 5 1/2" WIDE. DOOR PAN FLASHING F SCALE: N.T.S. CONTRACTOR NOTE: INSTALLATION FOR GARAGE DOOR TYPES (AS PER TEST *960507-A) 1X P.T. FURRING , 8" CONC. LINTEL BLOCK w/ (1) #5 REBAR, CONT. I 1/2" DRYWALL (DOTTED) - 1 HIGH STRENGTH PRECAST LINTEL, SEE FLOOR PLAN FOR LOCATION OF FILLED LINTELS. 1X P.T. FURRING 1x4 P.T. WINDOW BUCK, ALIGN WITH INSIDE FACE OF BLOCK, TEMPORARILY FASTEN WITH NAIL, FASTEN WINDOW WITH 3/16" X21/4" TAPCON THRU WINDOW FRAME INTO BLOCK WITH MIN, 1 1/4" EMBEDMENT, SEE WINDOW SCHEDULE FOR NUMBER OF TAPCONS REQUIRED. nWINDOW HEAD - STANDARD-BLK N.T.S. 8" CONC. BLOCK VERT, REINFORCEMENT, SEE 1 FOUNDATION PLAN FOR LOCATION I 1/2" DRYWALL (DOTTED). 1X P.T. FURRING o 1x4 P.T. WINDOW BUCK, ALIGN WITH INSIDE FACE OF BLOCK, TEMPORARILY FASTEN WITH NAIL, FASTEN WINDOW WITH 3/16" X 2 1/4" TAPCON THRU WINDOW FRAME INTO BLOCK WITH MIN. 1 1/4" EMBEDMENT, SEE WINDOW SCHEDULE FOR NUMBER OF TAPCONS REQUIRED. WINDOW JAM[ - STANDARD-BLK SCALE: N.T.S. 8" CONC. LINTEL BLOCK W/ IF15 2x8 HDR: (1) MSTA18 EA. SIDE (1) #5 REBAR, CONT. IF > 2X8 HDR: MSTA24 EA. SIDE ALIGN END W/ TOP OF WALL HIGH STRENGTH PRECAST LINTEL, SEE FLOOR PLAN PROVIDE RT8A TO FOR LOCATION OF FILLED OUTER STUD, TYP. LINTELS. / T/ BRG, HGT. o 00 o flm o -91 0 tV o 72" 2x6 P.T. SPRING BOARD, o I 0 o N ATTACH w/ (1) 1/2" X 8" ASTM A307 J-BOLT AND (4) 1/4" X 3 1/4" TAPCONS IN CORNERS 1 1/2" IN FROM 48" ALL CORNERS. D1 iv o 9 o 4 E GARAGE OPENING N 2x6 P.T. #2 SYP @ EACH SIDE 0 24" FOR ATTACHING BRACKETS FOR VERT. TRACKS w/ o (5) 1/2" X 8" ASTM A307 J-BOLTS. TO BE INSTALLED 2-3/4" FROM T/ 1ST FLOOR SLAB O 6" OUTSIDE CMU FACE. O T/ GARAGE SLAB 11 ..... .............,.,,,.,r,16 0 nun,n ccc rn nni F...,, GARAGE DOOR ELEVATION SCALE: N.T.S. OTES: IDE JAMS ATTACHMENT IS PER ACI 530.1 CHAPTER 2 ASD SECTION 2.1! 3UPERCEIDES WAYNE DALTON JAMB ATTACHMENT SUPPLEMENT] NAIL STUDS TOGETHER w/ 10d NAILS STAGGERED @ 12" O.C., MAX. SPACING PROVIDE HTT45 TO OUTER STUD, TYP. 0 SEE DOOR SCHEDULE TOP PLATE MUST BE NAILED @ 6" O.C. TO HEADER FRAMEFAST FMFF006 SCREW @ 16" O.C. HEADER TO TOP PLATES SECTION A -A HEADER, SEE PLAN. 1ST FLOOR SLAB BRO. OR SHEAR WALL K FRM'G a@ HE/ DER w/ UPLIFT SCALE: N.T.S. d PRECAST LINTEL, SEE PLAN WALL SECTION KEY NOTES 1, MONOLITHIC FOUNDATION, SEE FOUNDATION PLAN, 2.8" CONCRETE BLOCK WALL. 3: (1) #5 REBAR (GRADE 40) GROUTED SOLID IN A FILLED CELL, CONT. FROM FOOTING TO BOND BEAM w/ 25" LAP SPLICE. 41 CONCRETE SLAB. S: WOOD BASE. 6, 1/2" DRYWALL ON 3/4" P.T. FURRING @ 24" O.C. w/ INSULATION PER FBC 15 AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION. 7, SILL SEAL OR SELF -NAILING PLATES. 7 8, PRE-ENGINEERED ROOF TRUSSES @ 24" O.C., MAX. INSULATION PER 11 FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION w/ - --- OPEN BAFFLE @ A/C SPACE LOCATIONS. 9. VENTED SOFFIT AND J-CHANNEL, STAPLE SOFFIT TO SUB -FASCIA w/ 1/4" CROWN X 3/4" LEG STAPLE@ EACH OF THE FOLLOWING 10 LOCATIONS, THE MALE & FEMALE LAP AND CENTER FLUTE. SUBSTRATE ATTACHMENT: J-CHANNEL: WOOD - ATTACH w/ 1/4" X 3/4" LEG STAPLE IN 9a DIAMOND PATTERN @ 12" O.C. J 40 94, VENTED SOFFIT AND F-CHANNEL, STAPLE SOFFIT TO SUB -FASCIA w/ 1/4" CROWN X 3/4" LEG STAPLE @ 8" O.C. SUBSTRATE ATTACHMENT; _ F-CHANNEL; WOOD - ATTACH w/ 114" CROWN X 3/4" LEG STAPLE IN O DIAMOND PATTERN @ 24" O.C. MASONRY -ATTACH w/ 14ga. 5/8" T-NAIL W/.3/8" DIAMETER HEAD @ 8" O.C. 'r w 10. ALUM. FASCIA ON 2x4 OR 2x6 SUB -FACIA, 1 1/4" SS TRIM NAIL THRU w FASCIA, SOFFIT AND INTO SUB -FASCIA @ 48" O.C. w w 11. METAL DRIP EDGE. 12. 1/2" CEILING BOARD w/ INSULATION PER FBC AND ENERGY FORM T/ 1ST FLOOR SLAB - - - - -1 I I SLOPE 118:12 1 I A--a---a F/GRADE I � � 1 l -1� I I I I I I I 1 I 1 I L - J A. FOUNDATION ONE STORY WALL .SECTION - PORCH SCALE: N.T.S V-4„ 4 A. FOUNDATION WALL SECTION- /;1STANDARD 1 STORY SCALE: N.T.S SUBMITTED WITH PERMIT APPLICATION AS REQUIRED. 13. ROOF TRUSS ANCHORS, SEE FRAMING PLAN. 14. 8" CONCRETE BOND BEAM BLOCK w/ (1) #5 REBAR w/ STD. HOOK. P '„ 16. ROOF ASSEMBLY: �` • UNDERLAYMENT SHALL CONFORM WITH R905.1.1 AND PER TABLE ' R905.1.1.1. -. • FIBERGLASS SHINGLES, ASTM D 225, ASTM D 3462, ASTM D 3161 ATTACH w/ (6) 1 1/4" 11-12GA. w/ 3/8" HEAD ROOFING THROUGH NAIL PER STRIP OR (2) PER INDIVIDUAL SHINGLE, ASPHALT SHINGLES OR FOLLOW MANUFACTURER INSTRUCTIONS FOR PRODUCT. • METAL ROOF OPTION: C&C ROOF PRESSURES MFH 30' - 160/B ZONE 1,2e = +16.8/-39.3, ZONE 2n, 2r, 3e = +16.81-62.8, ZONE 3e = +16.8/-73.2 160/C ZONE 1, 2e = +23.5/-55.2, ZONE 2n, 2r, 3e = +23.51-88.0, ZONE 3e = +23.51-102.7 7o th East o the shucoaml • 26GA. GALV. STEEL 4x4 L FLASHING drawings • UNDERLAYMENT SHALL BE PER FBC R905.1.1 OVER SHEATHING. SEE ResMen li the strucw MANUFACTURER INSTALLATION INSTRUCTIONS. Englneen • ROOF SHEATHING AND NAILING PER SPECIFICATION IN ENGINEERED ROOF SHEATHING & NAILING DETAIL(RSH) ON FRAMING PLAN FOR EACH ROOFING MATERIAL AND ZONE 16. PIER BASE AND CAP TRIM, SEE EXTERIOR ELEVATIONS. 1 T 7/16" OSB ON UNDERSIDE OF ROOF TRUSSES. ATTACH OSB TO TRUSSES w/8d NAILS OR 7d SCREW SHANK @ 4" O.C. EDGES & FIELD. w/EXTERIOR FINISH OF VENTED SOFFIT AND J-CHANNEL STAPLE SOFFIT TO SUBSTRATE @ 8" O.C. INSTALL TRIM NAIL CENTER RIB OF PANEL @ 16" O.C.; ATTACH J-CHANNEL w/ 3/8" x 5/8" STAPLE @ 24" O.C. INTO OSB SUBSTRATE. 18. ALL ROOF TRUSSES SHALL BE TOENAILED W/ (2) 10d NAILS AND SHALL BE FASTENED TO WALL TOP PLATE W/ (1) FASTEN MASTER FRAMEFAST FMFF006 TRUSS SCREW INSTALLED PER MANUFACTURER RECOMMENDATIONS U.N.O.ON PLANS. 20. FASTEN MASTER FRAMEFAST FMFF006 SCREWS @ 4" O.C. MAX. 21. PRE-ENGINEERED WOOD I -JOIST OR FLOOR TRUSS @ 24" O.C., MAX. SEE SECOND FLOOR FRAMING PLAN. 22. WOOD RIM BOARD; FASTEN MULTIPLE PLY RIM BOARDS TOGETHER w/(3) ROWS 8d NAILS @ 12" O.C.; SINGLE PLY FASTEN RIM BOARD TO TOP & BOTTOM RIBBONS w/8d NAILS @ 6" O.C. & FASTEN RIM BOARD TO EA, FLOOR TRUSS w/(2) 8d NAILS, 23, 3/4" T&G WOOD DECKING, GLUED AND ATTACHED w/ 7d X 2 1/4" SCREW SHANK NAIL @ 4" O.C. EDGES AND 8" O.C. FIELD OR 16GA. X 1 3/4" STAPLE @ 2" O.C. EDGES AND 4" O.C. FIELD, SEE SECOND FLOOR FRAMING SHEET, GLUE BETWEEN SHT'G AND TRUSSES. 24. LPTA, ATTACH w/ (10) 10d X 1 1/2" NAILS, INTO INSIDE FACE OF RIM BOARDS, FOR LOCATIONS, SEE DRAWING # FT2 LPTA's ARE SET IN FROM OUTSIDE FACE OF BLOCK`. " 2 3/4" @ 1 1/8" X 16" RIM BOARD w/ 2z6 LET-1N , 2 1/4" @ (2) 1 1/6" X 16" RIM BOARD 25. NOT USED 26. NOT USED 27. 7116" STRUCTURAL I OSB EXPOSURE 1-OR-15/32" OSB SHEATHING ON EXT. WALLS w/ ALL EDGES BLOCKED ATTACH W/ 8d NAILS @ 3" O.C. EDGES AND 4" O.C. FIELD OR 16GA. X 1 3/4" STAPLE @ 2" O.C. EDGES AND 4" O.C. FIELD. 28.2x4 SYP BOTTOM PLATE. 29. 1/2" DRYWALL ON 2x4 #2 SYP WOOD STUDS @ 16" O.C. AND INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION. 30. 2X WOOD HEADER @ OPENING, SEE SECOND FLOOR PLAN FOR SIZE. 31. (2) 2x4 #2 SYP TOP PLATES. 32. TA18, ATTACH TO FACE OF TRUSS w/ (9) 10d X 1 1/2" NAILS, 33. MSTA12 @ END TRUSS AND 48" O.C., INSTALL 6" UP ON RIM BOARD AND 6" ON UNDERSIDE OF TRUSS. 34. VENTED SOFFIT AND J-CHANNEL ATTACHED w/ 18ga. /4�"..LEG,„,y ,� . STAPLE IN DIAMOND PATTERN @ 12" O.C. INTO 2x4 SY ", * . '" INSTALL INTERMED. 2X NAILERS AS SHOWN. ATTACH SOFFIT w/ CORROSION RESISTANCE NAIL. 35. FLASHING, AS REQUIRED, 36. REFER TO SECTIONS A,B/D3 FOR OPENING ATTACHMENTS. 37. SHEARWALL ASSEMBLY, SEE FIRST FLOOR PLAN. 38. NOT USED specifi ns contained within these a 2020 Florida Building Code - nginaers signelure and a" is only for W E ;E o V8 k EE N N * LL LL W 7;33 ,aa `:# dMM 3m w m 1-6 LL LL 3 pig 3 -W L N a O y do J H N N N ° Z 4 c 1 0 N I !1"S N J LL C u 0 _ N LV $ N i® HOMES 3999 West First Street Sanford, FL 32771 (407)302-9871 39.2x #2 SYP P.T. BOTTOM PLATE w/ RT8A @ EVERY STUD ATTACH w/ (1)LO FA3 @ EACH END OF THE WALL, (1) @ EACH SIDE OF OPENING AND @ ` V 48" O.C. 0 ' M 40. 1/2" MIN. THICKNESS EXTERIOR MASONRY PLASTER, APPLIED OVER o Q LL BLOCK /MASONRY. [STONE VENEER DOTTED, SEE MANUFACTURER co c INSTALL] a " O 41. LAP SIDING (STONE VENEER DASHED) -SEE ARCH. DWG-S. FOR d O REQUIREMENTS AND INSTALL ALL COVERINGS PER MANUFACTURER D O 5i r, .. N RECOMMENDATIONS .= LL. E E z CV O O 0 Q Lr o- 42. HORIZ, MID -WALL STARTER STRIP, ANGLE SET 1" BELOW TOP OF E N d o0 MASONRY: ATTACH w/ 11ga 1 3/4" ROOFING NAIL @ 16" O.C. a ¢ 43.2x4 #2 SYP HORIZ. FLAT BRACE @ 48" O.C. (EXTENDED MIN. (4) TRUSS Reference No. 21-9: BAYS) - FASTEN TO EA. TRUSS BOTTOM CHORD w/(4) 10d NAILS. Sheet: 44. RIBBON AND RIM BOARD. BEYOND. DETAILS J FRAMEFAST FMFF006 SCREW �. WALL SECTION KEY NOTES s/e NOTES: @ 16" O.C. HEADER TO TOP 16d NAILS , PLATES 1. MONOLITHIC FOUNDATION, SEE FOUNDATION PLAN. 16 PRE ENGINEERED WD 12 j FASTENED �• 2. 8" CONCRETE BLOCK WALL TRUSSES @ 24" O.C. @ 12" O.C. MSTA24 (2)'� J OSB SHEATHING A 3. (1) #5 REBAR (GRADE 40) GROUTED SOLID IN A FILLED CELL, w TRUSS ANCHOR (SEE (3) 2X BLOCK'G (TOP, I BOTH SIDES NAILS @TOP 8 1 w PLAN) MID -POINT, BOTTOM) r PLATE (TYP.) .� CONT. FROM FOOTING TO BOND BEAM w/ 25" LAP SPLICE. 28 /, ✓� 11 POINT WHERE 2 THERE CAN EXIST r` 4. CONCRETE SLAB. 27 5 T/ PLA E ROOFING PER SPECS PANELS MEET HEA ,ER PROVIDE STUD, TY . UP TO A 1/2"WIDE OUTER STUD, TYP. ' GAP BETWEEN 5. WOOD BASE. - - - - TRUCTURAL SHEATHING 6. 1/2" DRYWALL ON 3/4" P.T. FURRING @ 24" O.C. w/INSULATION PER 20 SEE ROOF PLAN FOR 2 X 4 STUDS NAIL w/ 1Od NAILS STUDS, WHICH A SECTION A -A -� - 23 12 L_ MORE INFORMATION @ 4" O.C. CAN BE SHIMMED FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION. / 2ND FLOOR (5) EA. 16d IN THE FIELD. I 13 \ _ 10 7. SILL SEAL OR SELF -NAILING PLATES. 21 NAILS @ 1S" O.C. 8. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C., MAX. INSULATION > 18 9a DOUBLE 2x TOP PLATE HEADER, SEE FLOOR FRAMING N REFER TO ELEV. FOR PROPER SIZE FRAMING PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 41 1'-p„ 44 w LPTA LOC. 27 APPLICATION w/OPEN BAFFLE@ A/C SPACE LOCATIONS. w 22 BEYOND 43 31 41 - TOP CORNER DETAIL WALL JOINT DETAIL 9. VENTED SOFFIT AND J-CHANNEL, STAPLE SOFFIT TO SUB -FASCIA w/ W 7 I I _ _ _ _ _ 36 30 ' 1/4" CROWN X 3/4" LEG STAPLE@ EACH OF THE FOLLOWING T/ B G. HGT. J NAIL STUDS TOGETHER ,? ` LOCATIONS, THE MALE &FEMALE LAP AND CENTER FLUTE. TOP PLATE SHALL BE OPT. STONE HEADER, SEE PLAN VARIES SEE WINDOW CHART w/ 10d NAILS STAGG. @ SUBSTRATE ATTACHMENT: J-CHANNEL: WOOD -ATTACH w/ 1/4" X 29 VENEER, SPLICED AT LEAST 48" [3'-5" OR GREATER] 12" O.C., MAX. SPACING. f, 3/4" LEG STAPLE IN DIAMOND PATTERN @ 12" O.C. 42 • 24 C. ROOF SEE ELEVATION FROM BOTTOM SPLICE 9a. VENTED SOFFIT AND F-CHANNEL, STAPLE SOFFIT TO SUB -FASCIAw/ 12 20 (2) ROWS OF (9) 1/4" CROWN X 3/4" LEG STAPLE @ 8" O.C. SUBSTRATE ATTACHMENT; 40 ° 28 -U O.H. 16d NAILS @ 3" DOUBLE STRAPS STUDS` 14 SEE ELEV. O.C. STAGGERED ROOF FRAMING TO RIM BOARD w/ MSTA18 F-CHANNEL; WOOD - ATTACH w/ 1/4" CROWN X 3/4" LEG STAPLE IN 2 5 . DIAMOND PATTERN @ 24" O.C. MASONRY - ATTACH w/ 14ga. 5/8" T-NAIL W/ 3/8" DIAMETER HEAD @ 8" O.C. 23 DOUBLE TOP PLATE CMU BLOCK T/ 2ND FLOOR 10. ALUM. FASCIA ON 2x4 OR 2x6 SUB -FACIA, 1 1/4" SS TRIM NAIL THRU NOTE: 40" MAX. SILL FASCIA, SOFFIT AND INTO SUB -FASCIA @ 48" O.C. PARTIAL SECTION- HGT. ON ALL BEDROOM 11. METAL DRIP EDGE. 21 Uj WINDOWS. 3" IF 3" I r 12. 1/2" CEILING BOARD w/ INSULATION PER FBC AND ENERGY FORM 5 SIDE WALL WINDOW w/SCREEN USP MSTA18 w HURRICANE STRAP 16d NAILS @ HEADER DETAIL- FRAMINGUj SUBMITTED WITH PERMIT APPLICATION AS REQUIRED. SCALE: N.T.S 7 22 rct) @ 32" O.C., BEND 16" O.C. AWAY 4' _0" r STRAP OVER V.T.P., -- FROM SPLICE A (OPENING T-5" OR GREATER) 13. ROOF TRUSS ANCHORS, SEE FRAMING PLAN. T/ BRG. HGT. FASTEN MASTER 14. 8" CONCRETE BOND BEAM BLOCK w/ (1) #5 REBAR w/ STD. HOOK. _ FRAMEFAST FMFF006 2x SYP @ 16" O.C. U.N.O. w/ ALIGN WITH VISTA SCALE: N,T.S. - r STRUCTURAL EXTERIOR STRAP BELOW r -_ ! 15. ROOF ASSEMBLY: 12 • SCREWS @ 4" O.C. SHEATHING DBL. TOP PLATE SPLICE CONN. • UNDERLAYMENT SHALL CONFORM WITH R905.1.1 AND PER TABLE 42 WOOD BASE FRAMEFAST FMFF006 SCREW 'r�= R905.1.1.1. 24 PLYWOOD FLOORING @ 16" O.C. HEADER TO TOP • FIBERGLASS SHINGLES, ASTM D 225, ASTM D 3462, ASTM D 3161 DBL. TOP _ a 40 SEE FLOOR FRAMING PLATES ATTACH w/ (6) 1 1/4" 11.12GA. w/ 3/8" HEAD ROOFING THROUGH PLATE 14 _ z PLAN FOR MORE INFO [y] WALL DETAILS _ MSTA24 (2) NAIL PER STRIP OR (2) PER INDIVIDUAL SHINGLE, ASPHALT - SCALE: N.T.S. A NAILS @TOP PSHINGLES RODUCT, OR FOLLOW MANUFACTURER INSTRUCTIONS FOR STUD WALL B, 2ND FLOOR DECK < PLATE(TYP.) • METAL ROOF OPTION: C&C ROOF PRESSURES MFH 30' 4B TOP O F WALL w PROVIDE MSTA18 TO w HEADER 160/B ZONE 1,2e = +16.81-39.3, ZONE 2n, 2r, 3e = +16.8/-62.8, ZONE 3e w PRE-ENG. OUTER STUD, TYP. 2 N SCALE: N.T.S FLOOR SECTION A-A=+16.8/-73.2 6 SYSTEM 3/4" WOOD DECKING A To the hestdthe Engmeera ge, infmme9onand Belief, 160/C ZONE 1, 2e = +23.5/-55.2, ZONE 2n, 2r, 3e = +23.5/-88.0, ZONE 3e WOOD BEAM OR G.T. [DOTTED] the structural Plans and spedfl lions .,= wghln these =+23.5/-102.7 5 SEE PLAN FOR MORE �� drawdngsoomplywiththe202D IorideBulMingCode- 3 \ Residential 7th Edition. Engineers signature and seal is only for • 26GA. GALV. STEEL 4x4 L FLASHING 4 _ DETAIL INFO \ HEADER, SEE FLOOR PLAN the structural engineering portions ofihe drawing pages bearing • UNDERLAYMENT SHALL BE PER FBC R905.1.1 OVER SHEATHING. 2X4 #2 SYP STUDS 41 T/ 1ST FLOOR SLAB WF31 TYPICAL WALL SECTION \ \\� FOR PROPER SIZE FRAMING Erpir�eers signature and eeel. SEE MANUFACTURER INSTALLATION INSTRUCTIONS. @ 12" O.C. (PAD OUT ' SCALE: N.T.S • ROOF SHEATHING AND NAILING PER SPECIFICATION IN WALL ON INSIDE < 27 a .a \' \ / W FACE AS REQ'D TO \ / v E ENGINEERED ROOF SHEATHING & NAILING DETAIL(RSH) ON a NAIL STUDS TOGETHER a' j oo a $ s a FRAMING PLAN FOR EACH ROOFING MATERIAL AND ZONE ELIMINATE LEDGE- 7 9° ° F/ GRADE DO NOT ATTACH42 0 VARIES, SEE WINDOW CHART w/ 10d NAILS STAGG. @ nY L�.. v q LL W 16. PIER BASE AND CAP TRIM, SEE EXTERIOR ELEVATIONS. TRUSSES TO PAD Eo WOOD TRUSS I'-4" OR SMALLER] 12" O.C., MAX. SPACING. a g N m LL w wa 42 Q yr� 17. 7/16" OSB ON UNDERSIDE OF ROOF TRUSSES. ATTACH OSB TO OUT WALL) ° $ TRUSSES w/Sd NAILS OR 7d SCREW SHANK @ 4" O.C.EDGES &FIELD. 40 (6) 10d NAILS EA. w/EXTERIOR FINISH OF VENTED SOFFIT AND J-CHANNEL STAPLE a 0 RIM BOARD TONN. OUTER STUD $ c SOFFIT TO SUBSTRATE @ 8" O.C. INSTALL TRIM NAIL CENTER RIB OF 3g ADDITIONAL • ^ _ e ° • a TO RIM JOIST w/ MSTA18 �'•s;.,;,,; 2 o O ROW BOND m J J PANEL @ 16" O.C.; ATTACH J-CHANNEL w/ 3/8" x 518" STAPLE @ 24" m N rn a 22 22 0 O.C. INTO OSB SUBSTRATE. BEAM BLOCK 0 gJg 14 J a AS REQ'D. 1,�„ \ `` z N o z cS ryi 18. ALL ROOF TRUSSES SHALL BE TOENAI LED W/ (2) 10d NAILS AND SEE 1ST 41 w SHALL BE FASTENED TO WALL TOP PLATE W/ (1) FASTEN MASTER FLOOR PLAN. FOUNDATION 45 T/ BRG. HGT. �_-� CMU BLOCK W FRAMEFAST FMFF006 TRUSS SCREW INSTALLED PER A C O MANUFACTURER RECOMMENDATIONS U.N.O. ON PLANS. PARTIAL SECTION - 2 STORY `A//eLL SECTION- I - 20. FASTEN MASTER FRAMEFAST FMFF006 SCREWS @ 4" O.C. MAX. L 1"\ WALL F1 SECTION- I V RIM BOARD HEADER DETAIL- FRAMING 3 21. PRE-ENGINEERED WOOD I -JOIST OR FLOOR TRUSS @ 24" O.C., MAX. P E N I N G 3 STANDARD DECK I DECK 3/4" WOOD DECKING SEE SECOND FLOOR FRAMING PLAN. 4 2 STORY O 42 PANEL PANEL B (OPENING 3'-4" OR SMALLER) SCALE: N.T.S SCALE: N.T.S 42 Q 22. WOOD RIM BOARD; FASTEN MULTIPLE PLY RIM BOARDS TOGETHER 40 (RIM BOARDS EA. SCALE: N.T.S. W/(3) ROWS 8d NAILS @ 12 O.C.; SINGLE PLY FASTEN RIM BOARD TO 40 TOP & BOTTOM RIBBONS w/8d NAILS @ 6" O.C. & FASTEN RIM BOARD 2x4#2 SYP BUCG@ 16"O.C. WI (2)16D NAILS EA, TO EA. FLOOR TRUSS w/(2) 8d NAILS.. END. SEE [RSH] SCHEDULE FOR SHEATHING HORIZ. FRAME TO HORIZ. FRAME TO " STRUCTURAL V I L/1 � 23. 3/4" T&G WOOD DECKING, GLUED AND ATTACHED w/ 7d X 2 1/4". ATTACHMENTS. (MIN. FIRST BAYS) rRuss BRACE To SHEATHING ATTACHED � SCREW SHANK OODD CKING, C.EDANATTACHEDw/7D 2114" .X1 BdCOMMON TOPPL4THW112d 9A MASONRY JOINT 9 MASONRY JOINT 3/4" WOOD 4- oRBETrER PER NAILING .DECKING 314" STAPLE @ 2" O.C. EDGES AND 4" O.C. FIELD, SEE SECOND 1T O.C. ,,f ��� I OR.148"GUNNAIL SCALE: N.T.S. MASONRY FINISH SCALE: N.T.S SIDING 1a" SCHEDULE, SEE NOTE U FLOOR FRAMING SHEET, GLUE BETWEEN SHT'G AND TRUSSES. MAX 9"UNSUPPORTED @6"O.C. e @RIM 15 ON WS-S1 Ins" OSB OR 24. LPTA, ATTACH w/ (10) 10d X 1 1/2" NAILS, INTO INSIDE FACE WALL SHEATHING OVER GABLE BOARD TRUSS. SEE PLYWOOD V) S OF RIM BOARDS. FOR LOCATIONS, SEE DRAWING # FT2 //�' WALL SECTION VARIES WI ATTACHDRAFTSTOP. lf1 TO LPTA's ARE SET IN FROM OUT SIDE FACE OF BLOCK: rHUSSES J ° GABLE TRUSS 2X4 #2 SYP BLWG @ 16' O.C.W/ (2) 16D ATTACHRU i 2 3/4" @ 1 1/8" X 16" RIM BOARD w/ 2x6 LET -IN LORTBRACE-VERTICALREINF. MAX. 9" UNSUPPORTED NAILS EA. END. SEE [RSH] SCHEDULE ROOF SLOPE WOOD TRUSSES J PER GABLE END ROOF SHEATHING FOR SHEATHING ATTACHMENTS. (MIN. TRUSS FLOOR DETAIL 2X4 CONT. W/ (3) t 8 low m :! 2 1/4" @ (2) 1 1/8" X 16" RIM BOARD a TRUSS ENGINEERING (NAILED TO TRUSS -GABLE FIRST 4 BAYS) 2 DECK CONNECTION @ PANEL JOINT 12d COMMONS EXTEND OSB SIDE OF TRUSS WEBS) REINROMITTED NAILS EACH STUD °I I DRAFTSTOPTO �Y c�® 25. NOT USED A A ENDWALL FOR CLARITY TYP. T&B (DROPPED CEILING. 4I SCALE: N.T.S 26. NOT USED ° DOUBLE N ra GABLE TRUSS TO WALL CONNECTION TOP PLATE PREFAB GABLE I I I BLOCKING AS RE'Q. 27. 7/16" STRUCTURAL I OSB EXPOSURE 1-OR-15/32" OSB SHEATHING I ° TOE NAIL TRUSS BOTTOM CHORD TO TRUSS WOOD WALL OR ON EXT. WALLS w/ ALL EDGES BLOCKED ATTACH w/ Sd NAILS @ 3" TOP PLATE W/ 12d @ 6" O.C. I I LOCATION OF , AND° ° ° ° ° ° BRACE (ON O.C. EDGES AND 4" O.C. FIELD OR 16GA. X 1 3/4" STAPLE @ 2" O.C. FOLLOWING: I ° EDGE) . (20'- SS TRUSS. SEE PLAN DROPPED CPLAN . ONE OF THE FOLLOWING: MANUF. (20'-0" 2X4 BRACING @ 48"O.C. wl _ - - � _..-_SEE FLOOR PLAN ... 0 ' EDGES AND 4' O.C. FIELD. PREFAB GABLETRUSS MAX. LENGTH) WALL SHEATHING - SEE (3)10d NAILS AT EACH END 1. MSTA12 STRAPS W/(8)10d ° INTERIOR STUD WALL -TRUSS OR HOMES 28. 2x4 SYP BOTTOM PLATE. BRACE BY TRUBS COMMONS 48"O.C. STRUCTURAL NOTES AND 2X4 BLOCKING @ 48"O.C. W/ SEE FLOOR PLAN FOR 29. 1/2" DRYWALL ON 2x4 #2 SYP WOOD STUDS @ 16" O.C. AND MANUF. (20'-0^ 2. TOP PLATE TO TRUSS BOTTOM 2 16d TOENAILS AT EACH END ROOF SYSTEM ` ' MAX. LENGTH) CHORD W/(1)6"LONG TRUSS FASTEN GABLE BRACE TO WALL SHEATHING DETAILS FOR SHEATHING () LOCATION/SIZE/HGT. INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT TRUSS BRACE TO TOP ENDWALL BELOW SPECIFICATIONS & TRUSS FLOOR 3999 West First Street APPLICATION. SCREW@48"O.C. FASTENERS 32771 PLATE BRACE (.148) WITH (17) 12d OR (.148) GUN 3/4" WOOD DECKING 30. 2X WOOD HEADER @OPENING, SEE SECOND FLOOR PLAN FOR GUN NAILS @6"O.C. NAIL(TYP. EACH END) Sanford, FL APPROVED TRUSS SCREWS SHEAR TRANSFER (407)302-9871 DOUBLE TOP PLATE -FASTEN MASTER FRAMEFAST PRE-ENG. TRUSS $ DETAIL EXTERIOR WALL DETAIL DRAFT STOPPING SIZE. SECTION A -A (a) TRUSS BRACING 16d NAILS @ 6"O.C. 2x4 LET -IN BRACING FRAME WALL FMFF006 USP SPT22 @TOP, AS REQ,D SCALE: N.T.S SCALE N.T.S 31. (2) 2x4 #2 SYP TOP PLATES. rSDWC15WC15600 1. MAX. TRUSS SPACING =24" O.C. • SSTRONG DRIVE PLAN VIEW 32. TA18, ATTACH TO FACE OF TRUSS w/ (9) 1Od X 1 1/2" NAILS. _ 33. MSTA12 @END TRUSS AND 48" O.C., INSTALL 6" UP ON RIM BOARD D ETA( LW/WINDTRUSS GABLE BRACING m Y AND 6" ON UNDERSIDE OF TRUSS. a SCALE: N.T:S ru 34. VENTED SOFFIT AND J-CHANNEL ATTACHED w/ 18ga. 1/4" x 3/4" LEG HEADER, SEE PLAN 3/4" WOOD DECKING" m GE24 n' STAPLE IN DIAMOND PATTERN 12" O.C. INTO 2X4 SYP NAILERS. INSTALL INTERMED. 2X NAILERS AS SHOWN. ATTACH SOFFIT w/ AT PANEL JOINT NAIL AT ALL 3 + PLY O - ATTACH FIRE BLOCKING WITH S Q i O i i i WALL PANEL O Z NAILS, TOE -NAILED THRU SIDES CORROSION RESISTANCE NAIL. RIM BOARDS TO TRUSS 1 i i COLUMNS & ( I I I i i z a ON BOTH SIDES OF 1 PARALAMS I I 12'-8" 1 I § O _ INTO TRUSSES > 35. FLASHING, AS REQUIRED. 1 1 JOINT w/(6) 10d NAILS 1 1 27 I I I W FILL ALL SPACES AND 36. REFER TO SECTIONS A,B/D3 FOR OPENING ATTACHMENTS. �. I I I 1 I I I I i i SEE 5/13 FOR TRUSS FIRE BLK'G ATTACH FIRE BLOCKING tt j 37. SHEARWALL ASSEMBLY, SEE FIRST FLOOR PLAN. 1 I 16 I 1 1 I I I I ATTACHMENT 3/4" T&G PLYWOOD DECKING 16" x 3/4" DECKING OPENINGS WITH AN APPROVED 1 - 1 I 28 1 1 ZO ( I I I I I 3/4" T NAILS @ 6" O.C. 161/4" x 2x10s U SIDES FREE 38. NOT USED I I I WITH 10d NAILS, MATERIAL TO RESIST THE F W 4 4 4' 11 1 1 I I I I TOE NAILED THR PASSAGE OF FLAME AND N c� 39.2x #2 SYP P.T. BOTTOM PLATE w/ RTBA @EVERY STUD ATTACH w/ (1) 1 _ _ I I I I _ _ _ _ SEE PLANT INTO TRUSSES I I PRODUCTS OF COMBUSTION sU- 2 Q J _ _ _ _ J _ _ 1..>_ - L _ -� t PER SECT. R602.8 m -p ILL. @ EACH END OF THE WALL, (1) @ EACH SIDE OF OPENING AND SEE 5/D3 FOR 2X4 CONT W/ BOTTOM CHORD TRUSS FIRE BLK'G a m LLOO @ 48" O.C. 10d NAILS @ 4" O.C. SILL OF ATTIC 16" x 3/4" DECKING 5 � 0 ATTACHMENT ATTACH WOOD "� IN A, •- N r 40. 1/2" MIN. THICKNESS EXTERIOR MASONRY PLASTER, APPLIED OVERa. BLOCK / MASONRY. [STONE VENEER DOTTED, SEE MANUFACTURER SEE TRUSSES TRUSS TO 9.1/4 x x s -- INSTALL] FOR PLAN BEARING BEARING WALL--,- E Z CV N d W LL °c u- 41. LAP SIDING (STONE VENEER DASHED) -SEE ARCH. DWG'9.FOR WALL • 2x BLOCKING TO MATCH REQUIREMENTS AND INSTALL ALL COVERINGS PER MANUFACTURER FLOOR TRUSS DECK T 2x4 A ES 'O RECOMMENDATIONS 22 CMU WALL TOENAILS EA. END (@48/ O.C. TOP PLATES v a -m' a 42. HORIZ. MID -WALL STARTER STRIP, ANGLE SET 1" BELOW TOP OF DECK ,I, DECK 4-1 Ca) INTERMEDIATE 4-20) END CONDITION Reference No. 21-9263 MASONRY: ATTACH w/ 11ga 1 3/4" ROOFING NAIL @ 16" O.C. PANEL PANEL Sheet: D 43.2x4 #2 SYP HORIZ. FLAT BRACE @ 48" O.C. (EXTENDED MIN. (4) p TRUSS BAYS) - FASTEN TO EA. TRUSS BOTTOM CHORD w/(4)10d BRACING DETAIL TRUSS FLOOR DETAIL TRUSS FLOOR DETAIL NAILS. . PARTIAL FLOOR TRUSS ELEVATION 7 SECTION@GABLE ATTIC - 44. RIBBON AND RIM BOARD BEYOND. 1O 4 TYPICAL INTERIOR BEARING WALL D FIRE BLTS DETAILS OCKING SCALE: N.T.S SCAL : N E SCALE: N.T.S SCALE: N.T.S ' f FLASHING REQUIREMENTS 1,. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as 41 i FOLD UP WEATHER described In Section R703.4.. `1 ! RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER EXTERIOR SHEATHING 'r DOOR ROUGH OPENING -� R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water within the wall WEATHER assembly by providing awater-resistant barrier behind the exterior cladding as required by Section N703.2 and a means of draining to the exterior water that " RESISITIVE ` penetrates the exterior cladding. BARRIER WOOD FRAME CONSTR TAPE - EXTERIOR SELF -ADHERED FLASHING :14"-1" BEAD OF CONSTR. REFER TO TECHNICAL LETTER ON CHEMICALS .7 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER COMPATIBILIN R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved a OVER RIM JOIST AND UP _ THRESHOLD OF DOOR AND RETURN SELF FLASHING water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped , WALL BY 6IN. ! - - UP JAMB 6". USE LIQUID NAIL BRAND ° ° ° • = Insse"s�esvxxoowi <'-,`' OR EQUAL WEATHER PROOF CAULKING over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in ti 3 accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall 2 be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as WEATHER SELF -ADHERED FLASHING described in Section R703.1. RESISITIVE BARRIER :. SEAL TOPS OF JOISTS - - � t ° UNDER DECKING • ! .: - sueFLooR R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall , a (SEE DETAIL WP07) _ SELF -ADHERED FLASHING include awater-resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed 'tl SELF -ADHERED FLASHING independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the HEAD FLASHING TIE-IN water -resistive barrier is directed between the layers. t. Cut, fold up &temporarily secure weather resistive RIM JOIST Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D barrier above header r allowurewe the NAILING FLANGE 1 paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. for ing installation l 2. Self -adhered flashing plus head flashing under 1 1 2 R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or weather resistive barrier DO NOT FLASH OVER in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid applied membranes used as flashing shall be applied in 3. Fold weather resistive barrier back over head 2 BOTTOM NAILING 8 accordance with the manufacturer's instructions. All flashing shall be applied in. a manner to prevent the entry of water into the wall cavity or penetration of water ' flashing and seal with tape FLANGE to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with c a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, AAMA 812, or other *gslee ai r f s r°'pr approved standard as appropriate for the t e of sealant. Fluid -a lied membranes used as flashing m exterior walls shall comply with AAMA 714. The flashing ?: Scale: NTS PPYP PP g Py SELF -ADHERED FLASHING SELF -ADHERED FLASHING , SELF -ADHERED FLASHING shall extend to the surface of the exterior wall finish. Approved (lashings shall be installed at the following locations: I EXTERIOR DOOR WITH DECK - SECTION A HALF ROUND WINDOW FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at ; exterior window and door openings shall be installed in accordance with one or more of the following: C. - 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's <� instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at MECHANICALLY FASTEN IF RUBBERIZED ASPHALT the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or EXTERIOR SHEATHING RUBBERIZED u_ NEEDED IN CORNERS ADHESIVE to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. ys 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE q ADHESIVE TO BE APPLIED UNDER BASHING JAMB & HEAD FLASHING SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. THRESHOLD OF DOOR AND RETURN FLASHING, SEE SHEATHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW 1.4 In accordance with other approved methods. OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) � 1 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. SCORED 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. RELEASE PAPER 3. Under and at the ends of masonry, wood or metal copings and sills. (BEFORE FOLDING. SCORE 4. Continuously above all projecting wood trim. To the beet of the Engireeeskn ge, Infornadon and belief, SELF -ADHERED FLASHING, r RELEASE PAPER TO EXPOSE SELF -ADHERED FLASHING 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. the structural plane andapecifi contained within these EXTEND A M INI MUM 6" ADHESIVE AS SHOWN) drawings comply with the 2020 FI daBuildingCode- VERTICALLYFROM PATCH 6. At WaII and roof InterSeCLIODS. Residential 7th Editor. Engineer's gnsture and seal is only far BOTTOM OF 7.. At built-in gutters, the structural engineering portions the drawing pages bearing THRESHOLD � -�� Engineer's signature and seal. SECTION -A (SEE DETAIL WP02) m .. ' THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL ` N a 2 SELF -ADHERED FLASHING FLASHING AND WATERPROOFING METHODS TO BE USED. Y m y ' tj SE F-ADHERED FLASHING 1 06 si 5�0. % care w ItaN SELF -ADHERED FLASHING 4 2 J LL LL 3�� 3 V. i'A:'ytC 9 Q7 r0 ©" 3"MIN SEAL TOPS OF JOISTS 1 5 UNDER DECKING 2 7 -w N M Z (SEE DETAIL WP07) F-ADHERED FLASH SELF -ADHERED FLASHING , SELF-ADHERED INSIDE CCORN ASHING , SELOUTSIDE CORNER ING �' • W EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING 7/8" Cement Plaster LEGEND ASTMC926Ce with i� � o DSELF RAINAGE FLASHING (SAE) -- -- PRODUCTS DETAILS Ij STRIP OF SAF DRAINAGE PLANE (DP) WEATHER RESISTANT 7/8" Cement Plaster o I BARRIER (WRB) Felt backed metal n accordance with DRAINAGE PLANE WRB BOND BREAK WEATHER RESISTANT BARRIER - - lathe In accordance ASTMC926 n z SELF FURRING (SF) LATH with ASTMC1063 v , PLASTER ACCESSORY WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. Felt backed metal Q) r" II BOND BREAK WRB SHEATHING, 'OSB%PLYWOOD, DENSGLASS- �-� AS PER FBC-R(CURRENTEDITION) I lathe in accordance ^ `� Building Paper I I with ASTMC1063 1 sFLATH Detail Instructions : , 7/16"O.S.B. _ I I I I Refer to the number marked as O in each detail that corresponds to the ; ; . sheathingBulding Paper `U W o ws. WRAP DP WRB ONTO / , 7f16:'-�.5.6. -` I II numbered items in the list of instructions below: ... SURFACE -'f ' I I SURFACE TO TOP OF Metal , , r sheathing In 8 FLANGE AS AN AIR II BARRIER 1. Install self -adhered flashing in order as shown by numbers Flashing f6 y 2. Install flashing and weather resistive barrier to form water shedding laps Weep Screed ° ' = e 3-1/2" INCH FLANGE r ��I I 3. Self -adhered flashing can be substituted for building paper Installed As Per 8 --------------- -� II I 4. Split the release paper using the ripcord (Split release on demand, Manufact. Specs. o F---- embedded in the adhesive layer) -for ease of installation and to minimize Maintain �I scoring cuts Stampede or similar Bottom of 5. Remove all release paper per standard installation instructions and adhere to Weep Screed cauk bottom P ISARESULT OF substrate using a square piece of flashing material (6" x 6" Minimum) 1 1/2" to 2" joint only STRUCTURAL FRAMING PLASTER STOP A RAL SHRINKAGE. I- Above Roof i - STRUCTURAL SHEATHING 6. Fold as shown by arrows Weep Screed - - - - - - - - - - NOT SEAL. Sheathing Installed As Per CONTINUOUS BACKER ii STRIP OF SAF 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight ROD & SEALANT DRIP SCREED PLASTIC * to Corner HOMES ACCESSORY , � DRAINAGE PLANE WRB ManUfaCl. Specs. - ---- --- 8. Mechanically fasten as necessary 1/2" CementitiousWest First Street BOND BREAK WRB 3 Sanford, FL 32771 O Cement Plaster Decorative Finish San � SF LATH in accordance (407)302-9871 I t with ASTMC926 0., °,o All inside and I over wood2nd ,a°0° '0 outside corner will ' floor �• need to be miter ---- i °'o cut and caulked all j 9• $ . butt joints need to o t ------------- • PLASTER STOP °•�•°: .0°0� becaulked using CONTINUOUS BACKER ROD °•� I Stampede or sim. & SEALANT caulk for all � CEMENTITIOUS FINISH Q r 7 M :i•. i F t `'' ' a) LO SOFFIT/CANTILEVER v Note: 0 > The building paper and metal lath must be m LL Cement installed over the top of the weep screed. d @LO Plaster a) O over block O p N 1s[floor 4i H o 'C E Z IN N T 0000 LPL 9 1 0 N .0 J Q Reference No. 21-9263 Sheet: WEEP SCR ED DETAIL W P SCALE: NOT TO SCALE ATERPROOFIN